DSR & Ar 2021 - Esta 12-12-2021

ABSTRACT OF COST
Name of the work : DSR-2019
S.H. No. Description of Sub-Head Amount (Rs)
01. Earth Work : 48934.67

02. Concrete Work : 205814.41
03. Reinforced Cement Concrete : 423668.34
04. Masonry Work : 313433.54
05. Stone Work : 1630288.29
06. Cladding Work : 356807.41
07. Wood and P.V.C. Work : 2364267.51
08. Steel Work : 42860.68
09. Flooring : 167831.76
10. Roofing : 65931.93
11. Finishing : 24461.65
12. Repairs to Buildings : 590692.94
13. Dismantling and Demolishing : 57978.29
14. Road Work : 307654.46
15. Sanitary Installations : 436381.73
16. Water Supply : 1232163.11
17. Drainage : 673358.12
18. Pile Work : 572431.26
19. Aluminium Work : 29702.03
20. Water Proofing : 42626.54
21. Rain Water Harvesting and Tube Well : 39471.79
22. Conservation of Heritage Buildings : 1403.07
Structural Glazing and Aluminium
23. : 25075.27
Composite panel
24. New Technologies and Materials : 203946.96
Total : : 9857185.76 ###
Add contingencies @ 5% on (A) : 492859.00
Grand Total 10350044.76
Say Rs. 103,50,100/-
Estimate prepared with DSR - 2019 :: Estimate Code :DSR_19

SCHEDULE OF QUANTITIES
Name of Estimate model of DSR-2019
Work:
DSR 2021
Sr.No.
Code Description of Item Qty. Unit DSR Rate
1 Carriage of Materials
1.1 By Mechanical Transport including loading,unloading and stacking
1.1.1 Lime, moorum, building rubbish Lead - 5 km cum 217.16
1.1.1 Lime, moorum, building rubbish Lead - 5 km cum 217.16
1.1.2 Earth Lead - 5 km cum 271.45
1.1.2 Earth Lead - 5 km cum 271.45
1.1.3 Manure or sludge Lead - 5 km cum 236.04
1.1.3 Manure or sludge Lead - 5 km cum 236.04
1.1.4 Excavated rock Lead - 5 km cum 434.32
1.1.4 Excavated rock Lead - 5 km cum 434.32
1.1.5 Sand, stone aggregate below 40 mm nominal size Lead - 5 km cum 217.16
1.1.5 Sand, stone aggregate below 40 mm nominal size Lead - 5 km cum 217.16
1.1.6 Stone aggregate 40 mm nominal size and above Lead - 5 km cum 236.04
1.1.6 Stone aggregate 40 mm nominal size and above Lead - 5 km cum 236.04
1.1.7 Soling stone Lead - 5 km cum 255.48
1.1.7 Soling stone Lead - 5 km cum 255.48
1.1.8 Bricks Lead - 5 km 1000 Nos 579.09
1.1.8 Bricks Lead - 5 km 1000 Nos 579.09
1.1.9 Brick Tiles Lead - 5 km 1000 Nos 347.46
1.1.9 Brick Tiles Lead - 5 km 1000 Nos 347.46
1.1.10 Cement, stone blocks, G.I.. C.I., A.C., & C.C. pipes below 100 mm dia and other
heavy materials Lead - 5 km tonne 193.03
1.1.10 Cement, stone blocks, G.I.. C.I., A.C., & C.C. pipes below 100 mm dia and other
heavy materials Lead - 5 km tonne 193.03
1.1.11 Steel Lead - 5 km tonne 193.03
1.1.11 Steel Lead - 5 km tonne 193.03
1.1.12 Timber Lead - 5 km cum 248.18
1.1.12 Timber Lead - 5 km cum 248.18
1.1.13 Tar Bitumen Lead - 5 km tonne 217.16
1.1.13 Tar Bitumen Lead - 5 km tonne 217.16
1.1.14 Solvent, diesel Lead - 5 km qtl 21.72
1.1.14 Solvent, diesel Lead - 5 km qtl 21.72
1.1.15 Steam coal Lead - 5 km tonne 248.18
1.1.15 Steam coal Lead - 5 km tonne 248.18
1.1.16 S.W. pipe
1.1.16.1 100 mm dia Lead - 5 km 100 m 289.55
1.1.16.1 100 mm dia Lead - 5 km 100 m 289.55
1.1.16.2 150 mm dia Lead - 5 km 100 m 579.09
1.1.16.2 150 mm dia Lead - 5 km 100 m 579.09
1.1.16.3 200 mm dia Lead - 5 km 100 m 965.15
1.1.16.3 200 mm dia Lead - 5 km 100 m 965.15
1.1.16.5 250 mm dia Lead - 5 km 100 m 1654.55
1.1.16.5 250 mm dia Lead - 5 km 100 m 1654.55
1.1.16.6 300 mm dia Lead - 5 km 100 m 2068.19
1.1.16.6 300 mm dia Lead - 5 km 100 m 2068.19
1.1.16.7 350 mm dia Lead - 5 km 100 m 2895.46
1.1.16.7 350 mm dia Lead - 5 km 100 m 2895.46
1.1.16.8 400 mm dia Lead - 5 km 100 m 4136.38
1.1.16.8 400 mm dia Lead - 5 km 100 m 4136.38
1.1.16.9 450 mm dia Lead - 5 km 100 m 5264.48
1.1.16.9 450 mm dia Lead - 5 km 100 m 5264.48
1.1.16.10 500 mm dia Lead - 5 km 100 m 5790.93
1.1.16.10 500 mm dia Lead - 5 km 100 m 5790.93
1.1.16.11 600 mm dia Lead - 5 km 100 m 7238.66
1.1.16.11 600 mm dia Lead - 5 km 100 m 7238.66
1.1.17 R.C.C. pipe, A.C. pipes, steel cylinder, R.C. pipes, S.C.I. pipes, C.I. pipes and
unreinforced cement pipes
1.1.17.1 100 mm dia Lead - 5 km 100 m 474.67
1.1.17.1 100 mm dia Lead - 5 km 100 m 474.67
1.1.17.2 125 mm dia Lead - 5 km 100 m 634.04
1.1.17.2 125 mm dia Lead - 5 km 100 m 634.04
1.1.17.3 150 mm dia Lead - 5 km 100 m 791.11
1.1.17.3 150 mm dia Lead - 5 km 100 m 791.11
1.1.17.4 200 mm dia Lead - 5 km 100 m 1286.87
1.1.17.4 200 mm dia Lead - 5 km 100 m 1286.87
1.1.17.5 250 mm dia Lead - 5 km 100 m 1828.71
1.1.17.5 250 mm dia Lead - 5 km 100 m 1828.71
1.1.17.6 300 mm dia Lead - 5 km 100 m 2260.32
1.1.17.6 300 mm dia Lead - 5 km 100 m 2260.32
1.1.17.7 350 mm dia Lead - 5 km 100 m 3164.44
1.1.17.7 350 mm dia Lead - 5 km 100 m 3164.44
1.1.17.8 400 mm dia Lead - 5 km 100 m 4315.15
1.1.17.8 400 mm dia Lead - 5 km 100 m 4315.15
1.1.17.9 450 mm & 500 mm dia Lead - 5 km 100 m 5274.07
1.1.17.9 450 mm & 500 mm dia Lead - 5 km 100 m 5274.07
1.1.17.10 600, 700, 750 & 800 mm dia Lead - 5 km 100 m 7911.11
1.1.17.10 600, 700, 750 & 800 mm dia Lead - 5 km 100 m 7911.11
1.1.17.11 900 mm dia Lead - 5 km 100 m 11866.66
1.1.17.11 900 mm dia Lead - 5 km 100 m 11866.66
1.1.17.12 1000, 1100 & 1200 mm dia Lead - 5 km 100 m 15822.21
1.1.17.12 1000, 1100 & 1200 mm dia Lead - 5 km 100 m 15822.21
1.1.18 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or
waste material by mechanical transport including loading, transporting, unloading
to approved municipal dumping ground for lead upto 10 km for all lifts, complete
as per directions of Engineer-in-charge.
cum 411.30
1.2 By Manual Labour including loading, unloading and stacking for lead less than 0.50
KM
1.2.1 Lime, moorum, building rubbish Lead - 50 m cum 187.24
1.2.1 Lime, moorum, building rubbish Lead - 50 m cum 187.24
1.2.2 Earth Lead - 50 m cum 234.05
1.2.2 Earth Lead - 50 m cum 234.05
1.2.3 Manure or sludge Lead - 50 m cum 203.52
1.2.3 Manure or sludge Lead - 50 m cum 203.52
1.2.4 Excavated rock Lead - 50 m cum 374.48
1.2.4 Excavated rock Lead - 50 m cum 374.48
1.2.5 Sand, stone aggregate below 40 mm nominal size Lead - 50 m cum 234.05
1.2.5 Sand, stone aggregate below 40 mm nominal size Lead - 50 m cum 234.05
1.2.6 Stone aggregate 40 mm nominal size and above Lead - 50 m cum 253.03
1.2.6 Stone aggregate 40 mm nominal size and above Lead - 50 m cum 253.03
1.2.7 Soling stone Lead - 50 m cum 275.35
1.2.7 Soling stone Lead - 50 m cum 275.35
1.2.10 Steam Coal Lead - 50 m tonne 164.06
1.2.10 Steam Coal Lead - 50 m tonne 164.06
1.2.11 Stone blocks,G.I.,C.I. Stainless Steel pipes below 100 mm dia and other heavy
material Lead - 50 m tonne 170.89
1.2.11 Stone blocks,G.I.,C.I. Stainless Steel pipes below 100 mm dia and other heavy
material Lead - 50 m tonne 170.89
1.2.12 Cement Lead - 50 m tonne 135.55
1.2.12 Cement Lead - 50 m tonne 135.55
1.2.13 Steel Lead - 50 m tonne 291.14
1.2.13 Steel Lead - 50 m tonne 291.14
1.2.14 Timber Lead - 50 m cum 187.16
1.2.14 Timber Lead - 50 m cum 187.16
1.2.15 Tar, bitumen etc. Lead - 50 m tonne 170.89
1.2.15 Tar, bitumen etc. Lead - 50 m tonne 170.89
1.2.16 S.W. pipe
1.2.16.1 100 mm dia Lead - 50 m 100 m 342.07
1.2.16.1 100 mm dia Lead - 50 m 100 m 342.07
1.2.16.2 150 mm dia Lead - 50 m 100 m 562.28
1.2.16.2 150 mm dia Lead - 50 m 100 m 562.28
1.2.16.3 200 mm dia Lead - 50 m 100 m 786.86
1.2.16.3 200 mm dia Lead - 50 m 100 m 786.86
1.2.16.5 250 mm dia Lead - 50 m 100 m 1310.12
1.2.16.5 250 mm dia Lead - 50 m 100 m 1310.12
1.2.16.6 300 mm dia Lead - 50 m 100 m 1871.60
1.2.16.6 300 mm dia Lead - 50 m 100 m 1871.60
1.2.16.7 350 mm dia Lead - 50 m 100 m 2620.24
1.2.16.7 350 mm dia Lead - 50 m 100 m 2620.24
1.2.16.8 400 mm dia Lead - 50 m 100 m 3275.30
1.2.16.8 400 mm dia Lead - 50 m 100 m 3275.30
1.2.16.9 450 mm dia Lead - 50 m 100 m 3970.06
1.2.16.9 450 mm dia Lead - 50 m 100 m 3970.06
1.2.16.10 500 mm dia Lead - 50 m 100 m 4852.29
1.2.16.10 500 mm dia Lead - 50 m 100 m 4852.29
1.2.16.11 600 mm dia Lead - 50 m 100 m 5955.08
1.2.16.11 600 mm dia Lead - 50 m 100 m 5955.08
1.2.17 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes
Lead - 50 m 100 m
1.2.17 R.C.C. pipes, Steel cylinder, R.C. pipes, C.I. pipes, and unreinforced cement pipes
Lead - 50 m 100 m
1.2.17.1 100 mm dia Lead - 50 m 100 m 461.85
1.2.17.1 100 mm dia Lead - 50 m 100 m 461.85
1.2.17.2 125 mm dia Lead - 50 m 100 m 565.11
1.2.17.2 125 mm dia Lead - 50 m 100 m 565.11
1.2.17.3 150 mm dia Lead - 50 m 100 m 650.72
1.2.17.3 150 mm dia Lead - 50 m 100 m 650.72
1.2.17.4 200 mm dia Lead - 50 m 100 m 976.49
1.2.17.4 200 mm dia Lead - 50 m 100 m 976.49
1.2.17.5 250 mm dia Lead - 50 m 100 m 1716.31
1.2.17.5 250 mm dia Lead - 50 m 100 m 1716.31
1.2.17.6 300 mm dia Lead - 50 m 100 m 2147.73
1.2.17.6 300 mm dia Lead - 50 m 100 m 2147.73
1.2.17.7 350 mm dia Lead - 50 m 100 m 3070.59
1.2.17.7 350 mm dia Lead - 50 m 100 m 3070.59
1.2.17.8 400 mm dia Lead - 50 m 100 m 3573.05
1.2.17.8 400 mm dia Lead - 50 m 100 m 3573.05
1.2.17.9 450 mm & 500 mm dia Lead - 50 m 100 m 4764.07
1.2.17.9 450 mm & 500 mm dia Lead - 50 m 100 m 4764.07
1.2.17.10 600, 700, 750 & 800 mm dia Lead - 50 m 100 m 5240.47
1.2.17.10 600, 700, 750 & 800 mm dia Lead - 50 m 100 m 5240.47
1.3 Loading in or unloading cement from the railway wagons at siding and carrying the
same from or into godowns adjacent to the siding, including stacking the same
properly in rows upto any height as per di-rection of Engineer-in-charge, sweeping
the wagons and screening the swept cement and filling in bags complete.
tonne 139.65
1.4 Loading in or unloading from the railway wagons as per direction of Engineer-in-
charge :
1.4.1 Steel tonne 207.00
1.4.2 G.I., C.I., R.C.C. or C.C. pipes upto 500 mm dia and similar heavy materials tonne 122.70
1.4.3 Heavy materials where each piece or bundle, crate or case weighs more than one
tonne and R.C.C., C.I. and concrete pipes above 500 mm dia. tonne 218.10
2 EARTH WORK
2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m
in width as well as 10 sqm on plan including getting out and disposal of excavated
earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
2.1.1 All kinds of soil sqm 107.00

2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding
20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or
wooden or steel rammers, and rolling every 3rd and top-most layer with power
roller of minimum 8 tonnes and dressing up in embankments for roads, flood
banks, marginal banks and guide banks or filling up ground depressions, lead upto
50 m and lift upto 1.5 m :
2.2.1 All kinds of soil cum 862.70

2.3 Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods,
watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and
rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and
dressing up, in embankments for roads, flood banks, marginal banks, and guide
banks etc., lead upto 50 m and lift upto 1.5 m :

2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking
excavated earth in layers not exceeding 20 cm in depth. cum 4.40
2.5 Deduct for not watering the excavated earth for banking cum 38.20
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto
1.5 m, as directed by Engineer-in-charge.

2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means
over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)
including getting out and disposal of excavated earth lead upto 50 m and lift upto
1.5 m, as directed by Engineer-in-charge.
2.7.1 Ordinary rock cum 412.95

2.7.2 Hard rock (requiring blasting) cum 711.35
2.7.3 Hard rock (blasting prohibited) cum 1184.30
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on
plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soil as directed,
within a lead of 50 m.
2.8.1 All kinds of soil. cum 286.85

2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in
foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil and disposal of surplus excavated soils as directed,
within a lead of 50 m.
2.9.1 Ordinary rock cum 523.50

2.9.2 Hard rock (requiring blasting) cum 846.25
2.9.3 Hard rock (blasting prohibited) cum 1258.60
2.10 Excavating trenches of required width for pipes, cables, etc including excavation for
sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including
getting out the excavated soil, and then returning the soil as required, in layers not
exceeding 20 cm in depth, including consolidating each deposited layer by
ramming, watering, etc. and disposing of surplus excavated soil as directed, within a
lead of 50 m :
2.10.1 All kinds of soil

2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia. metre 255.55
2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia metre 417.35
2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm metre 651.55
2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth
exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for
depth upto 1.5 metre).
metre 127.00
2.12 Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth
exceeding 3 m in depth, but not exceeding 4.5 m. (Rate is over corresponding basic
item for depth upto 1.5 metre.)
metre 314.95
2.13 Excavating trenches of required width for pipes, cables, etc, including excavation for
sockets, depth upto 1.5 m, including getting out the excavated materials, returning
the soil as required in layers not exceeding 20 cm in depth, including consolidating
each deposited layers by ramming, watering etc., stacking serviceable material for
measurements and disposal of unserviceable material as directed, within a lead of
50 m :
2.13.1 Ordinary rock :

2.13.1.1 Pipes, cables etc. not exceeding 80 mm dia metre 376.95
2.13.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia metre 933.35
2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia metre 1074.00
2.13.2 Hard rock (requiring blasting)
2.13.3 Hard rock (blasting prohibited)
2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding
1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for
depth upto 1.5 metre)
metre 103.75
2.15 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding
3m in depth but not exceeding 4.5 m. (Rate is over correspondingbasic item for
depth upto 1.5 metre)
metre 256.15
2.16 Close timbering in trenches including strutting, shoring and packing cavities
(wherever required) complete. (Measurements to be taken of the face area
timbered).
2.16.1 Depth not exceeding 1.5 m sqm 132.90
2.16.2 Depth exceeding 1.5 m but not exceeding 3 m sqm 145.55
2.16.3 Depth exceeding 3 m but not exceeding 4.5 m sqm 174.00
2.17 Close timbering in case of shafts, wells, cesspits, manholes and the like including
strutting, shoring and packing cavities (wherever required) etc. complete.
(Measurements to be taken of the face area timbered).
2.18 Close timbering over areas including strutting, shoring and packing cavities
(wherever required) etc. complete. (Measurements to be taken of the face area
timbered):
2.19 Extra for planking, strutting and packing materials for cavities (in close timbering) if
required to be left permanently in position. (Face area of timber permanently left to
be measured).
sqm 1596.50
2.20 Open timbering in trenches including strutting and shoring complete
(measurements to be taken of the face area timbered):
2.21 Open timbering in case of shafts, wells, cesspits, manholes and the like including
strutting and shoring complete (Measurements to be taken of the face area
timbered):
2.22 Open timbering over areas including strutting, shoring etc. complete.
(Measurements to be taken of the face area timbered):
2.23 Extra for planking and strutting in open timbering if required to be left permanently
in position. (Face area of the timber permanently left to be measured).
sqm 822.05
2.24 Extra rates for quantities of works, executed:
2.24.1 In or under water and/or liquid mud, including pumping out water as required metre
depth 0.20
2.24.2 In or under foul position, including pumping out water as required metre
depth 0.25
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of
foundations etc. in layers not exceeding 20cm in depth, consolidating each
deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
cum 253.95
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical
transport upto a lead of 5km also including ramming and watering of the earth in
layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
cum 368.65
2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking
excavated or stacked materials.
2.26.2 Ordinary or hard rock cum 187.40
2.27 Supplying and filling in plinth with sand under floors, including watering, ramming,
consolidating and dressing complete. cum 2161.20
2.28 Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.

2.29 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.

2.30 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the
excavated soil, then returning the soil as required in layers not exceeding 20cm in
depth, including consolidating each deposited layer by ramming, watering etc,
disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto
1.5 m.
2.30.1 All kinds of soil each 89.90

2.30.2 Ordinary rock each 160.90
2.30.3 2.30.3 Hard rock (requiring blasting) each 257.70
2.30.4 2.30.4 Hard rock (blasting prohibited) each 381.40
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area
cleared.
sqm 14.50
2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the
periphery of the area cleared. sqm 7.40
2.33 Felling trees of the girth (measured at a height of 1 m above ground level), including
cutting of trunks and branches, removing the roots and stacking of serviceable
material and disposal of unserviceable material.
2.33.1 Beyond 30 cm girth upto and including 60 cm girth each 439.25
2.33.4 Above 240 cm girth each 18198.70
2.34 Supplying chemical emulsion in sealed containers including delivery as specified.
2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 200.90

2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite
treatment (excluding the cost of chemical emulsion) :
2.35.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5
litres / sqm of the vertical surface of the substructure to a depth of 300mm
including excavation channel along the wall & rodding etc. complete:
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration metre 32.30
2.35.2 Along the external wall below concrete or masonry apron using chemical emulsion
@ 2.25 litres per linear metre including drilling and plugging holes etc.:
2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration metre 44.70
2.35.3 Treatment of soil under existing floors using chemical emulsion @ one litre per
hole, 300 mm apart including drilling 12 mm diameter holes and plugging with
cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 256.15

2.35.4 Treatment of existing masonry using chemical emulsion @ one litre per hole at 300
mm interval including drilling holes at 45 degree and plugging them with cement
mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole :
2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 35.75

2.35.5 Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/
Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia
holes at downward angle of 45 degree at 150 mm centre to centre and sealing the
same.
metre 257.55
2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by
Engineer-in-charge. cum 76.70
2.37 Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage,
loading , unloading & stacking up to any lead (measured stacks will be reduced by
20% for payment).
cum 234.05
2.38 Filling with available fly ash and earth (excluding rock) in trenches or embankment
in layers (each layer should not exceed 15 cm), with intermediate layer of
compacted earth (Soil density of 98%) after every four layers of compacted depth of
fly ash, sides & top layer of filling shall be done with earth having total minimum
compacted thickness 30 cm or as decided by Engineer -in-charge, including
compacting each layer by rolling/ ramming and watering, all complete as per
drawing and direction of Engineer -in - charge.
cum 253.95
3 MORTAR
3.1 Cement mortar 1:1 (1 cement : 1 fine sand) cum 6626.10
3.2 Cement mortar 1:2 (1 cement : 2 fine sand). cum 5129.25
3.7 Cement mortar 1:2 (1 cement : 2 coarse sand). cum 5699.25
3.12 Cement mortar 1:2 (1 cement : 2 stone dust). cum 5319.25
3.13 Cement mortar 1:2 (1 cement : 2 marble dust). cum 5347.75
3.14 Cement mortar 1:5 (1 cement : 5 marble dust). cum 3599.10
3.15 White cement mortar 1:2 (1 white cement : 2 marble dust). cum 9563.75
3.18 Mud mortar cum 823.15
3.19 Mortar in lime, surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5
cum 3140.50
4 CEMENT CONCRETE (CAST IN SITU)
4.1 Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level :
4.1.2 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived from natural sources) cum 7783.65
4.1.2A 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) including manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate 20
mm nominal size Recycled Concrete Aggregate (RCA) upto 25%).
cum 7555.05
4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
4.1.3A 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived
mm nominal size Recycled Concrete Aggregate (RCA) upto 25%)
cum 7124.50
4.1.4 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 20 mm nominal size derived from natural sources)
cum 6833.40
4.1.5A 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate
(RCA) )
cum 5815.05
4.1.5B 1:3:6 (1 cement : 3 manufactured sand derived from Recycled concrete Aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA) )
cum 5122.25
4.1.6A 1:3:6 (1 Cement : 3 manufactured sand derived from Recycled Concrete Aggregate
cum 5059.85
4.1.8A 1:4:8 (1 cement : 4 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)
cum 4715.60
cum 4440.25
4.1.11 1:5:10 (1 cement : 5 fine sand derived from natural sources : 10 graded stone
aggregate 40 mm nominal size derived from natural sources) cum 5660.45
4.1.12 1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ coarse sand (zone-III) derived
from natural sources : 9 graded stone aggregate 40 mm nominal size derived from
natural sources)
cum 6154.75
4.1.12A 1:2:3½:9 (1 ordinary portland cement : 2 Fly ash : 3½ manufactured sand derived
from Recycled Concrete Aggregate (RCA) : 9 graded stone aggregate 40 mm
nominal size Recycled Aggregate (RA) )
cum 4645.90
4.1.13 1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 coarse sand (zone-III) derived
from natural sources : 11 graded stone aggregate 40 mm nominal size derived from
natural sources)
cum 5812.60
4.1.13A 1:2½:4:11 (1 ordinary portland cement : 2½ fly ash : 4 manufactured sand derived
from Recycled Concrete Aggregate (RCA) :11 graded stone aggregate 40 mm
nominal size Recycled Aggregate (RA) )
cum 4334.20
4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any
thickness) including attached pilasters, columns, piers, abutments, pillars, posts,
struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor
blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding
the cost of centering, shuttering and finishing:
4.2.2 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived from natural sources).
cum 9793.75
4.2.2A 1:1½:3 (1 cement : 1½ coarse sand (zone-III) including manufactured sand derived
mm nominal size Recycled Concrete Aggregate (RCA) upto 25%) ).
cum 9565.10
4.2.3A 1:2:4 (1 Cement : 2 coarse sand (zone-III) including manufactured sand derived
mm nominal size Recycled Concrete Aggregate (RCA) upto 25%)).
cum 9130.20
(RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate
(RCA))
cum 7825.10
4.2.5B 1:3:6 (1 cement : 3 manufactured sand derived from Recycled Concrete Aggregate
(RCA) : 6 graded stone aggregate 20 mm nominal size Recycled Aggregate (RA))
cum 7132.35
stone aggregate 40 mm nominal size derived from natural sources). cum 8047.55
(RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA))
cum 6437.15
4.3 Centering and shuttering including strutting, propping etc. and removal of form
work for :
4.3.1 Foundations, footings, bases for columns sqm 307.95
4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters,
buttresses, plinth and string courses fillets, kerbs and steps etc. sqm 669.55
4.3.3 Columns, piers, abutments, pillars, posts and struts sqm 804.25
4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground
level excluding the cost of centering, shuttering and finishing.
4.4.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded
4.4.1A 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) including manufactured sand derived
mm nominal size Recycled Concrete Aggregate (RCA) upto 25%)).
cum 7555.05
4.5 Providing and fixing up to floor five level precast cement concrete string or lacing
courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers,
steps, stair cases, etc., including hoisting and setting in position with cement mortar
1:3 (1 Cement : 3 coarse sand), cost of required Centering complete.
4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded
stone aggregate 20mm nominal size derived from natural sources) cum 9277.75
4.5.1A 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) including manufactured sand derived
from Recycled Concrete Aggregate (RCA) upto 25% : 3 graded stone aggregate
20mm nominal size Recycled Concrete Aggregate (RCA) upto 25%))
cum 9050.20
4.6 Providing and fixing at or near ground level precast cement concrete in kerbs,
edgings etc. as per approved pattern and setting in position with cement mortar 1:3
(1 Cement : 3 coarse sand), including the cost of required centering, shuttering
complete.
4.6.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources: 3 graded
mm nominal size Recycled Concrete Aggregate (RCA) upto 25%))
cum 7902.85
4.7 Providing and fixing up to floor five level precast cement concrete solid block,
including hoisting and setting in position with cement mortar 1:3 (1 cement : 3
coarse sand), cost of required centering, shuttering complete :
4.7.1 1:1½:3 (1 Cement: 1½ coarse sand(zone-III) derived from natural sources : 3 graded
mm nominal size (Recycled Concrete Aggregate (RCA) upto 25%)).
cum 15534.65
4.8 Providing and fixing up to floor five level precast cement concrete hollow block,
including hoisting and setting in position with cement mortar 1:3 (1 cement : 3
coarse sand), cost of required centering, shuttering complete.
4.8.1 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded
stone aggregate 20 mm nominal size derived from natural sources) . cum 12605.35
4.8.1A 1:1.5:3 (1 Cement: 1.5 coarse sand (zone-III) ncluding manufactured sand derived
from Recycled Concrete Aggregate Recycled Concrete Aggregate (RCA) upto 25% : 3
graded stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA)
upto 25%)).
cum 12500.20
4.9 Precasting and placing in position 125 mm dia Bollards 600 mm high of required
shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard
and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded
at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse
sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources), including necessary excavation of size
250x250x450mm deep for the same in bitumen/concrete pavement at specified
spacing.
each 785.70
4.9A Precasting and placing in position 125 mm dia Bollards 600 mm high of required
at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3
manufactured sand derived from Recycled Concrete Aggregate Recycled Concrete
Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled Concrete
Aggregate (RCA)), including necessary excavation of size 250x250x450mm deep for
the same in bitumen/ concrete pavement at specified spacing
each 753.80
4.9B Precasting and placing in position 125 mm dia Bollards 600 mm high of required
at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3
manufactured sand derived from Recycled Concrete Aggregate Recycled Concrete
Aggregate (RCA) : 6 graded stone aggregate 20 mm nominal size (Recycled
Aggregate (RA), including necessary excavation of size 250x250x450mm deep for
the same in bitumen/ concrete pavement at specified spacing
each 733.00
4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 12.5mm nominal size derived from natural sources)
sqm 370.85
4.10A Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone-III) including manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 12.5mm
nominal size (Recycled Concrete Aggregate (RCA) upto 25%))
sqm 362.35
4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone
aggregate 20mm nominal size derived from natural sources).
sqm 452.25
4.11A Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1
cement : 2 coarse sand (zone-III) ncluding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20mm
nominal size (Recycled Concrete Aggregate (RCA) upto 25%))
sqm 440.25
4.12 Extra for providing and mixing water proofing material in cement concrete work in per 50kg
doses by weight of cement as per manufacturer's specification. cement 57.15
4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of
approved quality using 1.7kg per square metre on damp proof course after cleaning
the surface with brushes and finally with apiece of cloth lightly soaked in kerosene
oil.
sqm 113.85
4.14 Extra for concrete work in superstructure above floor V level for each four floors or
part thereof. cum 1294.45
4.15 Extra for laying concrete in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete. cum per
metre
depth 905.50
4.16 Extra for laying concrete in or under foul positions. cum 385.25
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse
sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) over 75mm thick bed of dry brick ballast
40 mm nominal size, well rammed and consolidated and grouted with fine sand,
including necessary excavation, levelling & dressing & finishing the top smooth.
sqm 681.65
4.17A Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded
stone aggregate 20 mm nominal size (Recycled Concrete Aggregate (RCA) over
75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and
consolidated and grouted with fine sand, including necessary excavation, levelling &
dressing & finishing the top smooth
sqm 631.25
4.17B Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3
manufactured sand derived from Recycled Concrete Aggregate (RCA) : 6 graded
stone aggregate 20 mm nominal size (Recycled Aggregate (RA) over 75mm thick
bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and
grouted with fine sand, including necessary excavation, levelling & dressing &
finishing the top smooth
sqm 596.60
4.18 Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective
diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement
concrete/RCC/Flooring/water retaining structures by using 125gms of synthetic per bag
Polyester triangular fibre for 50 Kg cement used as per directions of Engineer-in- of 50kg
Charge. of
cement 61.90
4.20 Providing and laying in position ready mixed or site batched design mix cement
concrete for plain cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability
without impairing strength; including pumping of concrete to site of laying, curing,
carriage for all leads; but excluding the cost of centering, shuttering and finishing as
per direction of the engineer-in-charge; for the following grades of concrete.
Note: Extra cement up to 10% of the minimum specified cement content in design
mix shall be payable separately. In case the cement content in design mix is more
than 110% of the minimum specified cement content, the contractor shall have
discretion to either re-design the mix or bear the cost of extra cement.
4.20.1 All works upto plinth level :

4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum cum 8033.20
4.20.2 All works above plinth and upto floor V level
4.20A Providing and laying in position ready mixed or site batched design mix cement
concrete for plain cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources and using recycled concrete aggregate
(RCA) as coarse aggregate and fine aggregate within the permissible utilization,
Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of concrete
to improve durability and workability without impairing strength; including
pumping of concrete to site of laying, curing, carriage for all leads; but excluding
the cost of centering, shuttering and finishing as per direction of the engineer-in-
charge; for the following grades of concrete.
than 110% of the minimum specified cement content, the contractor shall have
4.20A.1 All works upto plinth level

(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 25% each).
4.20A.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum. cum 7102.95
4.20A.2 All works above plinth and upto floor V level
(Note: The permissible utilization of Recycled Concrete Aggregate (RCA) as coarse
aggregate and fine aggregate is 25% each)
5 REINFORCED CEMENT CONCRETE
5.1 Providing and laying in position specified grade of reinforced cement concrete,
excluding the cost of centering, shuttering, finishing and reinforcement - All work
up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size de rived from natural sources)
cum 8364.20
5.1.2A 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manufactured sand derived
mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%.
cum 8180.85
stone aggregate 20 mm nominal size de rived from natural sources) cum 7945.65
5.1.3A 1:2:4 (1 cement : 2 coarse sand incuding manufactured sand derived from Recycled
Concrete Aggregate (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal size
of Recycled Con crete Aggregate (RCA) upto 20%).
cum 7752.70
5.2 Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. above plinth level up to floor five level, excluding
cost of centering, shuttering, finishing and reinforcement :
5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources)
cum 10185.05
5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm
nominal size Recycled Concrete Aggregate (RCA) upto 20%
cum 10001.70
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope
up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral stair cases above plinth level up to floor five level, excluding
the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1
cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from natural sources).
cum 10719.30
5.3A Reinforced cement concrete work in beams, suspended floors, roofs having slope
up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills,
staircases and spiral staircases above plinth level up to floor five level excluding the
cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :
1.5 coarse sand incuding manufactured sand derived from Recycled Concrete
Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size Recycled
Concrete Aggregate (RCA) upto 20%)
cum 10536.00
5.4 Providing and laying up to floor five level reinforced cement concrete in kerbs,
steps and the like excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from
natural sources : 3 graded stone aggregate 20 mm nominal size derived from
natural sources).
cum 9801.75
5.4A Providing and laying up to floor five level reinforced cement concrete in kerbs,
steps and the like excluding the cost of centering, shuttering, finishing and
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand
derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%).
cum 9618.45
5.5 Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded
plate and roofs having slope more than 15° up to floor five level, excluding the cost
of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5
coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20
mm nominal size derived from natural sources).
cum 11291.20
5.5A Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded
plate and roofs having slope more than 15° up to floor five level excluding the cost
of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5
coarse sand incuding manufactured sand derived from Recycled Concrete
Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size
Recycled Concrete Aggregate (RCA) upto 20%).
cum 11107.85
5.6 Reinforced cement concrete work in chimneys, shafts, up to floor five level,
excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3
(1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from natural sources).
cum 10409.40
5.6A Reinforced cement concrete work in chimneys, shafts, up to floor five level
excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3
(1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled
(Recycled Concrete Aggregate (RCA) upto 20%).
cum 10226.05
5.7 Reinforced cement concrete work in well-steining, excluding the cost of centering,
shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse
sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm
nominal size derived from natural sources).
cum 7852.70
5.7A Reinforced cement concrete work in well-steining excluding the cost of centering,
shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand
incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto
20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate
(RCA) upto 20%).
cum 7669.40
5.8 Reinforced cement concrete work in vertical and horizontal fins individually or
forming box louvers, facias and eaves boards above plinth level up to floor five
level, excluding the cost of centering, shuttering, finishing and reinforcement with
1:1½:3 (1 cement : 1½ coarse sand(zone-III) derived from natural sources : 3 graded
stone aggregate 20mm nominal size derived from natural sources).
cum 9297.70
5.8A Reinforced cement concrete work in vertical and horizontal fins individually or
forming box louvers, facias and eaves boards above plinth level up to floor five level
excluding the cost of centering, shuttering, finishing and reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
nominal size Recycled Concrete Aggregate (RCA) upto 20%).
cum 9114.35
5.9 Centering and shuttering including strutting, propping etc. and removal of form for
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete sqm 307.95
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string
courses etc. sqm 669.55
5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 766.55
5.9.4 Shelves (Cast in situ) sqm 766.55
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers sqm 608.35
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts sqm 804.25
5.9.7 Stairs, (excluding landings) except spiral-staircases sqm 657.75
5.9.8 Spiral staircases (including landing) sqm 652.80
5.9.9 Arches, domes, vaults up to 6 m span sqm 1826.25
5.9.10 Extra for arches, domes, vaults exceeding 6 m span sqm 575.25
5.9.11 Chimneys and shafts sqm 669.55
5.9.12 Well steining sqm 246.40
5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and
eaves boards sqm 1100.40
5.9.14 Extra for shuttering in circular work (20% of respective centering and shuttering
items) sqm 0.20
5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills,
string courses, bands, copings, bed plates, anchor blocks and the like
sqm 307.95
5.9.16 Edges of slabs and breaks in floors and walls
5.9.16.1 Under 20 cm wide metre 181.90
5.9.16.2 Above 20 cm wide sqm 772.10
5.9.17 Cornices and mouldings sqm 769.30
5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases
to pilasters and columns and the like sqm 827.15
5.9.19 Weather shade, Chajjas, corbels etc., including edges sqm 814.95
5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof
ply 12 mm thick sqm 853.75
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof
ply 12 mm thick sqm 699.45
5.10 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete
as per the direction of Engineer-in-charge.
5.10.1 12 mm dia. & 100 mm length each set 135.75
5.10.4 20 mm dia.& 225 mm length each set 174.55
5.11 Extra for additional height in centering, shuttering where ever required with
adequate bracing, propping etc., including cost of de-shuttering and decentering at
all levels, over a height of 3.5 m, for every additional height of 1 metre or part
thereof (Plan area to be measured).
5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
sqm 319.25
5.12 Providing, hoisting and fixing above plinth level up to floor five level precast
reinforced cement concrete work in string courses, bands, copings, bed plates,
anchor blocks, plain window sills and the like, including the cost of required
centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement :
1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate
20 mm nominal size derived from natural sources).
cum 9673.50
5.12A Providing, hoisting and fixing above plinth level up to floor five level precast
reinforced cement concrete work in string courses, bands, copings, bed plates,
anchor blocks, plain window sills and the like, including the cost of required
centering, shuttering but excluding cost of reinforcement, with 1:1.5:3 (1 cement :
Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled
Concrete Aggregate (RCA) upto 20%).
cum 9491.20
5.13 Providing, hoisting and fixing up to floor five level precast reinforced cement
concrete in small lintels not exceeding 1.5m clear span up to floor five level,
including the cost of required centering, shuttering but , excluding the cost of
reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from
natural sources).
cum 13581.85
5.13A Providing, hoisting and fixing up to floor five level precast reinforced cement
concrete in small lintels not exceeding 1.5 m clear span up to floor five level,
including the cost of required centering, shuttering but excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured
sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone
aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%).
cum 13398.50
reinforced cement concrete in mouldings as in cornices, windows sills etc, including
setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering,
shuttering but, excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5
mm nominal size derived from natural sources).
cum 15777.40
reinforced cement concrete in mouldings as in cornices, windows sills etc. including
setting in cement mortar 1:3 (1 cement : 3 coarse sand) cost of required centering,
shuttering but excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5
cum 15594.10
reinforced cement concrete in lintels, beams and bressumers, including setting in
cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and
shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5
mm nominal size derived from natural sources)
cum 12321.25
reinforced cement concrete in lintels, beams and bressumers including setting in
cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering and
shuttering but excluding the cost of reinforcement with, 1:1.5:3 (1 cement : 1.5
cum 12137.95
reinforced cement concrete in shelves, including setting in cement mortar 1:3
(1cement : 3 coarse sand), cost of required centering, shuttering and finishing with
neat cement punning on exposed surfaces but , excluding the cost of
reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from
natural sources).
cum 18644.60
reinforced cement concrete in shelves including setting in cement mortar 1:3 (1
cement : 3 coarse sand), cost of required centering, shuttering and finishing with
neat cement punning on exposed surfaces but excluding the cost of reinforcement,
with 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
cum 18461.30
reinforced cement concrete in vertical & horizontal fins, individually or forming box
louvers, setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost
of required centering, shuttering but , excluding the cost of reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand(zone- III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources).
cum 10817.10
reinforced cement concrete in vertical & horizontal fins individually or forming box
louvers setting in cement mortar 1:2 (1 cement : 2 coarse sand), including the cost
of required centering, shuttering but excluding the cost of reinforcement, with
1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from
cum 10633.80
5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4
graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel
wire, including centering and shuttering, roughening cleaning, fixing and finishing in
cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of
the jambs, sills and soffits.
5.18.1 50 mm thick sqm 1580.90

5.18.2 40 mm thick sqm 1430.30
5.18.3 25 mm thick sqm 1291.45
5.19 Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3
(1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone
aggregate 20 mm nominal size derived from natural sources) including centering
and shuttering complete but , excluding cost of reinforcement.
cum 14191.95
5.19A Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3
(1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled
Concrete Aggregate (RCA) upto 20%: 3 graded stone aggregate 20 mm nominal size
Recycled Concrete Aggregate (RCA) upto 20%) including centering and shuttering
complete but excluding cost of reinforcement.
cum 14008.65
5.20 Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement :
1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate
20 mm nominal size derived from natural sources) including centering and
shuttering but, excluding cost of expanded metal and hangers.
cum 8874.65
5.20A Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement :
Concrete Aggregate (RCA) upto 20%), including centering and shuttering but
excluding cost of expanded metal and hangers.
cum 8691.35
5.21 Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands
3.25 mm wide 1.6 mm thick weighing 3.64 kg per sqm for encasing of rolled steel
sections in beams, columns and grillages, excluding cost of hangers.
sqm 448.80
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete upto plinth level.
5.22.1 Mild steel and Medium Tensile steel bars kg 88.95
5.22.2 Hard drawn steel wire kg 87.50
5.22.3 Cold twisted bars kg 89.65
5.22.4 Hot rolled deformed bars kg 89.65
5.22.5 Hard drawn steel wire fabric kg 94.10
5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 89.65
5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending,
placing in position and binding all complete above plinth level.
5.22A.1 Mild steel and Medium Tensile steel bars kg 88.95
5.22A.2 Hard drawn steel wire kg 87.50
5.22A.3 Cold twisted bars kg 89.65
5.22A.4 Hot rolled deformed bars kg 89.65
5.22A.5 Hard drawn steel wire fabric kg 94.10
5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 89.65
5.22B Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved
make from factory/workshop to construction site including placing in position and
binding all complete upto plinth level.
5.22B.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 83.15
5.22C Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved
make from factory/workshop to construction site including placing in position and
binding all complete above plinth level.
5.22C.1 Thermo-Mechanically Treated bars of grade Fe-500D or more. kg 83.15
5.23 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement
mortar 1:3 (1 Cement : 3 fine sand). sqm 253.05
5.24 Extra for rendering smooth the top of suspended floors, landings and staircases
(treads and risers) with cement mortar 1:2 (1 cement : 2 coarse sand), including a
floating coat of neat cement and protecting the surface with a layer of 7.5 cm of
earth laid over 15 mm of fine sand in case of suspended floor and bricks laid in mud
mortar in case of landings and steps, including subsequent removal and cleaning of
the same.
sqm 133.90
5.25 Providing and fixing in position copper plate as per design for expansion joints.
kg 729.40
5.26 Providing and filling in position, blown bitumen in expansion joints. cum 63877.35
5.27 Providing and filling in position bitumen mix filler of proportion 80 kg. of hot
bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints.
cum 22400.50
5.28 Providing and fixing in position 12mm thick bitumen impregnated fiber board
conforming to IS: 1838, including cost of primer, sealing compound Grade-A in per cm
expansion joints. depth per
100m 567.25
5.29 Providing and fixing sheet covering over expansion joints with iron screws as per
design.
5.29.1 Non-asbestos fibre cement board 6 mm thick as per IS: 14862.
5.29.1.1 150mm wide metre 203.65
5.29.1.2 200mm wide metre 273.95
5.29.2 Aluminium fluted strips 3.15 mm thick.
5.29.2.1 150 mm wide metre 515.80
5.29.2.2 200 mm wide metre 685.10
5.29.3 Cement bonded wood particle board 6mm thick as per IS : 14276
5.29.3.1 150 mm wide metre 200.50
5.29.3.2 200 mm wide metre 269.75
5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C.
projections. metre 64.70
5.31 Extra for laying reinforced cement concrete in or under water and/ or liquid mud,
including cost of pumping or bailing out water and removing slush etc., complete.
cum 905.50
5.32 Extra for laying reinforced cement concrete in or under foul positions. cum 385.25
5.33 Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland
/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to
accelerate / retard setting of concrete, to improve durability and workability
without impairing strength; including pumping of concrete to site of laying, curing,
carriage for all leads; but excluding the cost of centering, shuttering, finishing and
reinforcement as per direction of the engineer-in-charge; for the following grades
of concrete.
than 110% of the specified minimum cement content, the contractor shall have
5.33.1 All works upto plinth level

5.33.1.4 Concrete of M40 grade with minimum cement content of 390 kg/cum cum 8882.45
5.33.1.5 Concrete of M50 grade with minimum cement content of 410 kg/cum cum 9024.05
5.33.2 All works above plinth level upto floor V level
5.33A Providing and laying in position ready mixed or site batched design mix cement
concrete for reinforced cement concrete work; using coarse aggregate and fine
aggregate derived from natural sources and using recycled concrete aggregate
(RCA) as coarse aggregate and fine aggregate within permissible utilization of 20%
each, Portland Pozzolana /Ordinary Portland/Portland Slag cement, admixtures in
recommended proportions as per IS: 9103 to accelerate / retard setting of concrete,
to improve durability and workability without impairing strength; including
pumping of concrete to site of laying, curing, carriage for all leads; but excluding
the cost of centering, shuttering, finishing and reinforcement as per direction of the
engineer-in-charge; for the following grades of concrete.
than 110% of the specified minimum cement content, the contractor shall have
5.33A.1 All works upto plinth level

5.33A.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 8320.05
5.33A.2 All works above plinth level up to floor V level
5.33A.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum cum 9263.15
5.35 Add for using extra cement in the items of design mix over and above the specified
cement content therein. quintal 688.45
5.36 Providing and placing in position precast reinforced cement concrete waffle units,
square or rectangular, as per design and shape for floors and roofs in 1:1½:3 (1
Cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone
aggregate 10 mm nominal size derived from natural sources), including flush or
deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making
necessary holes of required sizes for carrying through service lines etc., providing
steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and
erection complete for all floor levels but, excluding the cost of reinforcement.
cum 27763.65
5.36A Providing and placing in position precast reinforced cement concrete waffle units,
square or rectangular as per design and shape for floors and roofs in 1:1.5:3 (1
cement : 1.5 coarse sand incuding manufactured sand derived from Recycled
Recycled Concrete Aggregate (RCA) upto 20%), including flush or deep ruled
pointing at joints in cement mortar 1:2 (1 cement : 2 Fine sand), making necessary
holes of required sizes for carrying through service lines etc., providing steel hooks
for lifting etc, form work in precasting, handling, hoisting, centering and erection
complete for all floor levels but excluding the cost of reinforcement.
cum 27580.30
5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part
thereof. cum 280.95
5.41 Supplying and applying pre tested and approved water based concrete curing
compound to concrete/ masonry surface, all as per manufacturer’s specification
and direction of Engineer-in-charge.
5.41.1 Non pigmented wet curing compound sqm 57.50
5.42 Providing and fixing parallel threaded couplers conforming to IS code on
“Reinforcement Couplers for Mechanical Splices of Bars for Concrete
Reinforcement - Specification”, to reinforcement bars including threading,
enlargement at connection by forging, protecting the prepared reinforcement bars
and related operations as required to complete the works per direction of Engineer-
in-Charge.
5.42.1 Coupler for 16 mm diameter reinforcement bar each 102.55

5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per
design for expansion joints.
5.43.1 200 mm wide. metre 747.25
5.43.2 300 mm wide. metre 1053.40
5.44 Providing and fixing of expansion joint system related with floor location as per
drawings and direction of Engineer-In-Charge. The joints system will be of extruded
aluminum base members, self aligning / self centering arrangement and support
plates etc. as per ASTM B221-02. The system shall be such that it provides floor to
floor /floor to wall expansion control system for various vertical localtion in load
application areas that accommodates multi directional seismic movement without
stress to it's components. System shall consist of metal profiles with a universal
aluminum base member designed to accommodate various project conditions and
finish floor treatments. The cover plate shall be designed of width and thickness
required to satisfy projects movement and loading requirements and secured to
base members by utilizing manufacturer’s pre-engineered self- centering
arrangement that freely rotates / moves in all directions. The Self - centering
arrangement shall exhibit circular sphere ends that lock and slide inside the
corresponding aluminum extrusion cavity to allow freedom of movement and
flexure in all directions including vertical displacement. Provision of Moisture
Barrier Membrane in the Joint System to have watertight joint is mandatory
requirement all as per the manufactures design and as approved by Engineer -in-
Charge. (Material shall confirm to ASTM 6063).
5.44.1 Floor Joint of 100 mm gap metre 5800.15

5.45 Providing and fixing of expansion joint system related with wall joint
(internal/external) location as per drawings and direction of Engineer-In- Charge.
The joints shall be of extruded aluminum base members, self aligning / centering
arrangement and support plates as per ASTM B221- 02. The material shall be such
that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to
corner application, both new and existing construction in office Buildings &
complexes with no slipping down tendency amongst the components of the Joint
System. The Joint System shall utilize light weight aluminum profiles exhibiting
minimal exposed aluminum surfaces mechanically snap locking the multicellular to
facilitate movement. (Material shall confirm to ASTM 6063).
5.45.1 Wall Joint of 100 mm gap metre 4835.50

5.46 Providing and fixing of expansion joint system of approved make and manufactures
for various roof locations as per approved drawings and direction of Engineer-In-
Charge. The joints shall be of extruded aluminum base members with, self aligning
and self centering arragement support plates asper ASTM B221-02. The system
shall be such that it provides watertight roof to roof/roof to corner joint cover
expansion control system that is capable of accommodating multidirectional
seismic movement without stress to its components. System shall consist of metal
profile that incorporates a universal aluminum base member designed to
accommodate various project conditions and roof treatments. The cover plate shall
be designed of width and thickness required to satisfy movement and loading
requirements and secured to base members by utilizing manufacturer’s pre-
engineered self-centering arrangement that freely rotates / moves in all directions.
The Self centering arrangement shall exhibit circular sphere ends that lock and slide
inside the corresponding aluminum extrusion cavity to allow freedom of movement
and flexure in all directions including vertical displacement. The Joint System shall
resists damage or deterioration from the impact of falling ice, exposure to UV,
airborne contaminants and occasional foot traffic from maintenance personnel.
Provision of Moisture Barrier Membrane in the Joint System to have water tight
joint is mandatory requirement. (Material shall confirm to ASTM 6063).
5.46.1 Roof Joint of 100 mm gap metre 5424.20

5.47 Providing and fixing in position factory made precast RCC M-40 fixing with hold fast
embedded in 1:3:6 concrete block for doors and windows frames having excellent
smooth finish as per IS: 6523 with reinforcement of 3 Nos, 6 mm dia main bars tied
with 3 mm M.S stirrups placed @ 200 mm C/C and 6 numbers high strength
polymer blocks of required size for fixing hinges including providing 6 no specially
designed M.S. galvanised sleeves for accomodating 6 mm dia fully threaded bolts
for fixing hold fast on vertical members, providing suitable arrangement for
recieving sliding door bolts and tower bolt etc. all complete, as per the direction of
Engineer-in-charge. The frame shall be measured in running metre correct to two
places of decimal.
5.47.1 Door frame 125 mmx 60 mm metre 727.15

5.47.2 Door frame 100 mmx 60 mm metre 1383.20
5.47.3 Door frame 85 mmx60 mm metre 3141.40
5.48 Providing and laying Reinforced cement concrete for construction of piers,
abutments, portal frames, pier caps and bearing pedestals and seismic arresters
over pier/ abutment caps at all locations with specified grade using Ordinary
Portland Cement (conforming to strength requirement of IS:8112) including the
cost of steel centering and shuttering etc. complete, including testing of materials
etc. for casting pier & pier cap in one/two stage, necessary tools, plants, machinery
and all related operations as required to complete the work as per drawings and
Specifications with all leads, lifts and depths true to level and position but excluding
the cost of providing reinforcement. Reinforcement shall be measured and paid
separately.
5.48.1 Reinforced Cement Concrete -M-50 cum 7734.60

5.48.2 Reinforced Cement Concrete -M-60 cum 8807.25
5.48.3 Extra for using M-50/ M-60 Grade Self-compacting Cement Concrete 676.50
5.49 Constructing cast-in situ RCC diaphragm wall by providing and laying machine
batched, machine mixed, self compacting, ready mix reinforced cement concrete,
tramie controlled, of M 30 grade using minimum 400 kg. cement per cum of
concrete including providing and mixing required admixtures in recommended
proportions as per IS : 9103, as approved by the Engineer-in-charge, for achieving
150- 200mm slump, for diaphragm wall having thickness as per approved structural
design not exceeding 600 mm, in pannels of required depth and lengths as per
approved drawing, including constructing necessary guide walls as required and as
specified including boring in all kinds of soils and rocks, including working in or
under water and / or liquid mud, in foul conditions and pumping or bailing out of
water and removing slush, including disposal of earth/ rock / slush etc. for all leads
and all lifts, including preparing, providing and re-circulating bentonite slurry in the
trench as and when required for all depths, including agitating bentonite slurry
during trenching etc., providing and fixing stop ends or form tubes, upto the
required depth of diaphragm wall including extracting the same after casting,
including chipping off the bentonite adulterated concrete or unsound concrete up
to the cut off level for obtaining the sound concrete, dressing undulations on the
exposed face of diaphragm wall after excavation by chipping / chiseling etc.
including filling the depression/ cavities with sound concrete etc. complete and as
directed by the Engineer-in-charge, including providing recess for bearing plates cum 17310.65
6 and fixing WORK
MASONRY insert boxes for inclined rock anchors etc. complete as per the
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation
7.5 in foundation and plinth in:
6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 6882.00
6.2 Brick work with common burnt clay modular bricks of class designation 7.5 in
foundation and plinth in:
6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse sand). cum 5549.95
6.3 Brick work with common burnt clay machine moulded perforated bricks of class
designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to
floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :
6.3.1 With F.P.S.(non modular) bricks cum 8030.60

6.3.2 With Modular bricks cum 7814.65
6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation
7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :

6.5 Extra for brick work / AAC block masonry / Tile brick masonry in superstructure
above floor V level, for each four floors or part thereof by mechanical means.
cum 142.00
6.6 Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep
and vent holes including use of cores and cost of providing and fixing bitumastic
coated M .S. ties 300 mm long of 25x3 mm section at not less than 3 ties per sqm as
per approved design.
sqm 193.80
6.7 Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks of
class designation 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in
superstructure for closing cavity 5 to 7.5 cm wide in cavity wall complete with 10cm
/ 11.4 cm wide bitumen felt type 3 grade 1.
metre 273.45
6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class
designation 7.5 in cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure
above plinth level and upto floor five level.
sqm 819.15
6.9 Brick work in plain arches in superstructure above plinth level and upto floor five
level including centering and shuttering complete for span up to 6 metres with
common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in cement
mortar 1:3 (1 cement : 3 coarse sand).
cum 13378.10
6.10 Brick work in gauged arches in superstructure above plinth level and upto floor five
level in cement mortar 1:3 (1 cement : 3 coarse sand) including centering and
shuttering complete, for span up to 6 meters with common burnt clay F.P.S. (non
modular) bricks of class designation 7.5.
cum 16714.70
6.11 Extra for additional cost of centering for arches exceeding 6m span including all
shuttering, bolting, wedging and removal (Area of the soffit to be measured).
sqm 575.25
6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in foundations and plinth in :
6.12.1 Cement mortar 1:3 (1 cement : 3 coarse sand) sqm 862.90
6.12.2 cement mortar 1:4 (1 cement : 4 coarse sand) sqm 837.85
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class
designation 7.5 in superstructure above plinth level up to floor V level.
6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 1043.10

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 1018.05
6.14 Extra for half brick masonry in superstructure, above floor V level for every four
floors or part thereof by mechanical means. sqm 12.60
6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third
course of half brick masonry. sqm 86.45
6.16 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class
designation 10 in foundation and plinth in:
6.17 Tile brick masonry with common burnt clay machine moulded tile bricks of class
designation 12.5 conforming to IS : 2690 (Part I) in foundation and plinth in cement
cum 9963.45
designation 10 in superstructure above plinth level up to floor V level in cement
cum 11659.70
designation 10 in plain arch work in superstructure above plinth and upto floor five
level in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and
shuttering complete.
cum 16791.90
designation 10 in gauged arch work in superstructure above plinth and upto floor
five level in cement mortar 1:4 (1 cement : 4 coarse sand) including centering and
shuttering complete.
cum 20135.45
6.22 Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular)
tile bricks of class designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand) in
superstructure above plinth and upto floor five level.
sqm 841.85
6.23 Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class
designation 7.5 in super structure above plinth level upto floor V level with cement
sqm 645.95
6.24 Extra for laying brick work in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete. cum per
metre
depth 905.50
6.25 Extra for laying brick work in or under foul position. EXPOSED BRICK WALL cum 385.25
6.26 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class
designation 7.5 in exposed brick work including making horizontal and vertical
grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6
coarse sand)
6.26.1 From ground level upto plinth level cum 6849.50

6.26.2 Above plinth level upto floor V level cum 8565.95
6.27 Brick work with common burnt clay modular bricks of class designation 7.5 in
exposed brick work including making horizontal and vertical grooves 10mm wide 12
mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).

6.28 Brick work with common burnt clay machine moulded modular bricks of class
designation 12.5 in exposed brick work including making horizontal and vertical
grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6
coarse sand).

6.29 Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of
class designation 12.5 in exposed brick work including making horizontal and
vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1
cement : 6 coarse sand).
6.30 Brick work with common burnt clay machine moulded perforated F.P.S. (non
modular) bricks of class designation 12.5 conforming IS : 2222 in exposed brick
work including making horizontal and vertical grooves 10mm wide 12 mm deep
complete in cement mortar 1:6 (1 cement : 6 coarse sand).

6.31 Brick work with common burnt clay machine moulded perforated modular bricks of
class designation 12.5 conforming to IS : 2222 in exposed brick work including
making horizontal and vertical grooves 10 mm wide 12mm deep complete in
cement mortar 1:6 (1 cement : 6 coarse sand).

6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in
superstructure above plinth level up to floor five level in :
6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class
designation 10 average compressive strength in super structure above plinth level
up to floor V level in :
6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 7676.30
6.35 Brick work with modular calcium silicate bricks machine moulded conforming to
IS:4139, class designation 10 average compressive strength in super structure above
plinth level up to floor V level in :
6.35.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 8393.05
6.36 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS:
4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth :
6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand) cum 6528.70

6.37 Brick work with modular extruded brunt fly ash clay sewer bricks (conforming to IS :
4885) in arches in foundation and plinth in cement mortar 1:3 ( 1 cement : 3 fine
sand).
cum 11763.25
6.38 Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick
AAC blocks in super structure above plinth level up to floor V level in cement mortar
1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2
Nos 6 mm dia M.S. bars at every third course of masonry work.
cum 8890.80
6.40 Providing and laying Gypsum panel partitions 100 mm thick with water proof
Gypsum panels of size 666x500x100 mm, made of calcite phosphor Gypsum fixed
with tongue and groove, jointed with bonding plaster as per manufacturer’s
specifications in superstructure above plinth level up to floor V level. Gypsum
blocks will have a minimum compressive strength of 9.3 kg/cm2
sqm 870.10
6.41 Extra for Gypsum panel Partitions in superstructure above floor V level for every
four floors or part thereof. sqm 149.30
6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay
F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement
mortar 1:4 (1 cement : 4 fine sand).
metre 55.80
6.45 Half brick masonry with non modular fly ash bricks of class designation 10,
conformingio IS :12894, in super structure above plinth and upto floor V level.
6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 994.75

6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 969.65
6.47 Providing and laying autoclaved aerated cement blocks masonry with
150mm/230mm/300 mm thick AAC blocks in super structure above plinth level up
to floor V level with RCC band at sill level and lintel level with approved block laying
polymer modified adhesive mortar all complete as per direction of Engineer-in-
Charge. (The payment of RCC band and reinforcement shall be made for
seperately).
cum 6994.15
7 STONE WORK
7.1 Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded
stone aggregate 20 mm nominal size) upto plinth level with :

7.2 Random rubble masonry with hard stone in superstructure above plinth level and
upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement :
6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills,
ceiling level and the like.

7.4 Extra for random rubble masonry with hard stone in :
7.4.1 Square or rectangular pillars cum 787.05
7.4.2 Circular pillars cum 2160.20
7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius
not exceeding 6 m. cum 888.30
7.6 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :

7.7 Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :

7.8 Coursed rubble masonry with hard stone (first or second sort) in superstructure
above plinth level and upto floor five level.
7.8.1 Masonry work (first sort), in cement mortar 1:6 (1 cement : 6 coarse sand) cum 9508.65
7.8.2 Masonry work (second sort), in cement mortar 1:6 (1 cement: 6 coarse sand)
cum 8974.50
7.10 Extra for coursed rubble masonry with hard stone (first or second sort) in:
7.10.2 Circular pillars cum 2450.90
7.11 Extra for coursed rubble masonry with hard stone (first or second sort) curved on
plan for a mean radius not exceeding 6 m. ASHLAR MASONRY cum 962.90
7.12 Stone work in plain ashlar in super structure upto floor five level in cement mortar
1:6 (1 cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment matching the stone shade :
7.12.1 One face dressed

7.12.1.1 Red sand stone cum 50995.00
7.12.1.2 White sand stone cum 73288.00
7.12.2 Both face dressed
7.13 Stone work plain ashlar in arches in super structure upto floor V level in cement
mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing
with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade.

7.14 Stone work plain ashlar in domes , in super structure upto floor V level in cement
mortar 1:3 (1 cement : 3 coarse sand) including centering, shuttering and pointing
with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of

7.15 Stone work ashlar punched (ordinary) in superstructure upto floor five level in
cement mortar 1:6 (1 white cement : 6 coarse sand) including pointing with cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching
the stone shade.

7.15.2 Both faced punched
7.16 Extra for stone work, random rubble / coursed rubble masonry / ashlar masonry
above floor V level for every four floors or part thereof. cum 1726.00
7.17 Extra for plain ashlar or ashlar punched in :
7.18 Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean
radius not exceeding 6 m. cum 1770.00
7.19 Extra for additional cost of centering for arches exceeding 6m span including all
strutting, bolting, wedging etc. and removal (area of soffit to be measured).
sqm 575.25
7.20 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in
cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement
mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching
the stone shade :
7.20.1 Red sand stone cum 72673.00

7.20.2 White sand stone cum 94967.00
7.21 Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in :
7.21.1 Triangular or Square or rectangular pillars cum 3319.00

7.21.2 Circular or polygonal pillars cum 9403.00
7.22 Extra for stone work ashlar sunk or moulded in cornices.
per metre
per cm
girth
(60cm
deep) 249.95
7.24 Extra for stone work (veneer work) curved on plan with a mean radius not
exceeding 6 m. cum 2544.00
7.26 Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per
design in cement mortar 1:2 (1 cement : 2 coarse sand), including making the
necessary chases.
each 48.55
7.28 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide
beyond the wall as measured along the slope in cement mortar 1:4 (1 cement : 4
coarse sand) with 12 mm diameter anchoring steel bar, 45 cm long, fixed in each
stone and supported on and including with bricks cove in cement mortar 1:4 (1
cement : 4 coarse sand), including pointing in cement mortar 1:2 (1 white cement :
2 stone dust) with an admixture of pigment matching the stone shade :
7.28.1 Red sand stone :

7.28.1.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
sqm 2297.90
7.28.2 White sand stone :
sqm 2334.65
7.29 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm
projection in cement mortar 1:4 (1 cement : 4 coarse sand), including pointing in
white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
pigment matching the stone shade :
7.29.1 Red sand stone sqm 1448.05

7.29.2 White sand stone sqm 1480.15
7.30 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone
brackets, fixed in walls with cement mortar 1:4 (1 cement : 4 coarse sand), including
finishing complete.
sqm 1703.00
7.31 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded
including providing and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long
each 5362.25
7.32 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75
mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with
white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of
7.32.1 Red sand stone cum 72090.35

7.32.2 White sand stone cum 94383.70
7.33 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1
cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali
slab without any chamfers etc.

7.34 Extra for laying stone work in or under water and/or liquid mud including cost of
pumping or bailing out water and removing slush etc. complete. metre
cum per
depth 905.50
7.35 Extra for laying stone work in or under foul position. cum 385.25
7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm
thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in
white cement with an admixture of pigment to match the stone shade.
7.38.1 8mm thick (mirror polished and machine cut edge)

7.38.1.1 Granite stone of any colour and shade sqm 2675.70
7.38.1.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble sqm 2346.55
8 CLADDING WORK
8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall
lining (veneer work), backing filled with a grout of average 12 mm thick in cement
mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar
1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the
marble shade (To be secured to the backing by means of cramps, which shall be
paid for separately).
8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.
8.1.1.1 Area of slab upto 0.50 sqm sqm 4827.40
8.1.1.2 Area of slab over 0.50 sqm sqm 4998.10
8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and
prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias
and similar locations of required size, approved shade, colour and texture laid over
20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with
white cement, mixed with matching pigment, epoxy touch ups, including rubbing,
curing, moulding and polishing to edges to give high gloss finish etc. complete at all
levels.
8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble
8.2.2 Granite stone slab colour black, Cherry/Ruby red
8.2.3 Granite stone slab all colour and texture except black, Cherry/ Ruby red
8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc.,
including machine polishing to edge to give high gloss finish etc. complete as per
design approved by Engineer-in-Charge.
8.3.1 Marble work metre 244.90
8.3.2 Granite work metre 418.85
8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in
facia and drops of width upto 150 mm with epoxy resin based adhesive, including
cleaning etc. complete.
metre 475.55
8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in
kitchen platform, vanity counter and similar location in marble/ Granite/ stone
work, including necessary holes for pillar taps etc. including moulding, rubbing and
polishing of cut edges etc. complete.
each 808.15
8.6 Mirror polishing on marble work/Granite work/stone work where ever required to
give high gloss finish complete. sqm 417.60
8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry
backing with cement mortar 1:2 ( 1 cement :2 coarse sand), including drilling
necessary hole in stones and embedding the cramp in the hole (fastener to be paid
separately).
8.7.1 Gunmetal cramps kg 639.05

8.7.2 Stainless steel cramps kg 624.95
8.8 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface
backing including drilling necessary holes and the cost of bolt etc complete.
8.8.1 Wedge expansion type

8.8.1.1 Fastener with threaded dia 6 mm each 30.75
8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3
(1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in
white cement complete.
8.9.1 8mm thick
8.9.1.1 Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble sqm 2707.80
8.9.1.2 Granite of any colour and shade sqm 3105.50
8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of
size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of
appropriate width with chase cutter and embedding the stone in the chase with
epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded
stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and
finished smooth.
8.10.1 White Agaria Marble Stone sqm 3061.20

8.10.2 Granite Stone of approved shade sqm 3542.85
8.11 Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for
wall lining (veneer work) including dado, skirting, risers of steps etc., in required
design and pattern wherever required, stones of different finished surface texture,
on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) laid and
jointed with white cement slurry @ 3.3 kg/sqm including pointing with white
cement slurry admixed with pigment of matching shade, including rubbing, curing,
polishing etc. all complete as per Architectural drawings, and as directed by the
Engineer-in-Charge.
8.11.1 18 mm thick Italian Marble stone slab,Perlato, Rosso verona, Fire Red or Dark
Emperadore etc. sqm 9278.95
8.14 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre
height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1
cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white
cement : 2 stone dust) with an admixture of pigment matching the stone shade :
(To be secured to the backing and the sides by means of cramps and pins which
shall be paid for separately) :
8.14.1 Red sand stone - exposed face fine dressed with rough backing.
8.14.1.1 70 mm thick sqm 4824.75
8.14.1.2 60 mm thick sqm 4676.05
8.14.1.3 50 mm thick sqm 4527.65
8.14.1.4 40 mm thick sqm 4378.65
8.14.1.5 30 mm thick sqm 4229.85
8.14.2 Red sand stone - Exposed face machine cut and table rubbed with rough backing.
8.14.2.1 70 mm thick sqm 6651.90

8.14.2.2 60 mm thick sqm 6503.15
8.14.2.3 50 mm thick sqm 6354.75
8.14.2.4 40 mm thick sqm 6205.80
8.14.2.5 30 mm thick sqm 6057.00
8.14.3 White sand stone - exposed face fine dressed with rough backing .
8.14.3.1 70 mm thick sqm 6385.60
8.14.3.2 60 mm thick sqm 6013.95
8.14.3.3 50 mm thick sqm 5643.15
8.14.3.4 40 mm thick sqm 5269.75
8.14.3.5 30 mm thick sqm 4898.65
8.14.4 White sand stone - Exposed face machine cut and table rubbed with rough backing.
8.14.4.1 70 mm thick sqm 8212.75

8.14.4.2 60 mm thick sqm 7841.10
8.14.4.3 50 mm thick sqm 7470.30
8.14.4.4 40 mm thick sqm 7096.90
8.14.4.5 30 mm thick sqm 6725.80
8.14.5 Gang saw cut stone
8.14.5.1 30mm thick White sand stone sqm 2757.45
8.14.5.2 30mm thick Red sand stone sqm 2639.45
8.15 Providing and fixing stainless steel cramps of required size and shape for anchoring
stone wall lining to the backing or securing adjacent stones in stone wall lining in
cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary
chases in stone and holes in walls wherever required.
kg 624.95
8.16 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent
stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand),
including making the necessary chases.
each 37.60
8.17 Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough
facing on the exposed surface with stone strips of minimum length 300 mm and
required width, including embedding every tenth layer and bottom most layer in
masonry or concrete after making necessary chases of size 75x75 mm and by
providing layer of 75 mm thick strips i/c 12 mm thick bed of cement mortar 1:3 (1
Cement : 3 coarse sand) i/c ruled pointing in cement mortar 1:2 (1 white cement : 2
stone dust) with an admixture of pigment to match the shade of stone complete as
per direction of Engineer-in-charge.
sqm 2607.45
8.18 Stone work (machine cut edges Veneer work) for wall lining upto 10 m height,
backing filled with a grout of 12 mm thick cement mortar 1:3 (1 Cement : 3 coarse
sand) and jointed with Cement mortar 1:2 (1 cement : 2 stone dust), including
rubbing and polishing complete. (To be secured to the backing and the sides by
means of cramps and pins which shall be paid for separately).
8.18.1 Kota stone slabs exposed face dressed and rubbed.

8.18.1.1 25 mm thick sqm 3122.30
8.19 Extra for stone work for wall lining on exterior walls of height more than 10 m from
ground level for every additional height of 3 m or part there of. sqm 140.85
8.20 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw
cut stone with (machine cut edges) of uniform colour and size upto 1mx1m, fixed to
structural steel frame work and/ or with the help of cramps, pins etc. and sealing
the joints with approved weather sealant as per Architectural drawing and direction
of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc.
shall be paid for separately).
8.20.1 Red sand stone - 30mm thick gang saw cut stone sqm 2459.70
8.20.2 White sand stone - 30mm thick gang saw cut stone sqm 2577.70
8.21 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang
saw cut with machine cut edges sand stone) on walls at all heights using M.S.
square/ rectangular tube in the required pattern as per architectural drawing,
including cost of cutting, bending, welding etc. The frame work shall be fixed to the
wall with the help of M.S. brackets/ lugs of angle iron/ flats etc. which shall be
welded to the frame and embedded in brick wall with cement concrete block 1:2:4
(1 cement :2 coarse sand :4 graded stone aggregate 20 mm nominal size) of size
300x230x300 mm, including cost of necessary centring and shuttering and with
approved expansion hold fasteners on CC/RCC surface, including drilling necessary
holes. Approved cramps/ pins etc. shall be welded to the frame work to support
stone cladding, the steel work will be given a priming coat of Zinc primer as
approved by Engineer- in-charge and painted with two or more coats of epoxy paint
(Shop drawings shall be submitted by the contractor to the Engineer-in-charge for
approval before execution). The frame work shall be fixed in true horizontal &
vertical lines/planes. (Only structural steel frame work shall be measured for the
purpose of payment, stainless steel cramps shall be paid for separately and nothing
extra shall be paid).
kg 220.00
8.22 Providing and fixing adjustable stainless steel cramps of approved quality, required
shape and size, adjustable with stainless steel nuts, bolts and washer (total weight
not less than 260 gms), for dry stone cladding fixed on frame work at suitable
location, including making necessary recesses in stone slab, drilling required holes
etc complete as per direction of the Engineer-in-charge.
each 365.65
8.23 Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work and
fixing in cement mortar 1:3 (1 cement : 3 fine sand) and making good the walls etc.
each 35.50
8.24 Providing and fixing expandable fasteners of specified size with necessary plastic
sleeves and galvanised M.S. screws including drilling holes in masonry work /CC/
R.C.C. and making good etc. complete.
8.24.1 25 mm long each 19.30
8.24.2 32 mm long each 20.75
8.24.3 40 mm long each 24.75
8.24.4 50 mm long each 26.10
8.25 Providing and fixing 2nd class teak wood plain lining tongued and grooved,
including wooden plugs complete with necessary screws and priming coat on
unexposed surface.
8.25.1 40 mm thick sqm 6187.90
8.25.2 25 mm thick sqm 4106.45
8.25.3 20 mm thick sqm 3330.20
8.25.4 12 mm thick sqm 2220.05
8.26 Providing and fixing in wall lining flat pressed three layer (medium density) particle
board or graded wood Pre-laminated one side decorative lamination and other side
balancing lamination Grade I, Type II, IS : 12823 marked, including priming coat on
unexposed arrangement and screws etc. complete :
8.26.1 12 mm thick sqm 1216.35

8.26.2 18 mm thick sqm 1304.65
8.26.3 25 mm thick sqm 1731.45
8.27 Providing and fixing specified wood frame work consisting of battens 50x25mm
fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming
coat complete.
8.27.1 Kiln seasoned and chemically treated hollock wood cum 163814.10
8.28 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to
IS: 1328 (type-1), for plain lining / cladding with necessary screws, including priming
coat on unexposed surface with :
8.28.1 Decorative veneer facings of approved manufacture sqm 1645.80
8.29 Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain lining
with necessary screws, priming coat on unexposed surface etc., complete.
sqm 1549.45
8.30 Providing and fixing skirting with Pre-laminated (one side decorative and other side
balancing lamination) flat pressed 3 layer or graded particle board (medium
density) Grade I, Type II, IS :12823 marked, with necessary fixing arrangements and
screws, including drilling necessary holes for rawl plugs etc. and priming coat on
unexposed surface complete :
8.30.1 18 mm thick sqm 1723.05

8.30.2 25 mm thick sqm 2149.85
8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622
(thickness to be specified by the manufacturer), of approved make, in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineer-in-
Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement
mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg
per sqm, including pointing in white cement mixed with pigment of matching shade
complete.
sqm 1063.45
8.32 Designing, fabricating, testing, installing and fixing in position Curtain Wall with
Aluminium Composite Panel Cladding, with open grooves for linear as well as
curvilinear portions of the building , for all heights and all levels etc. including: (a)
Structural analysis & design and preparation of shop drawings for pressure
equalisation or rain screen principle as required, proper drainage of water to make
it watertight including checking of all the structural and functional design. (b)
Providing, fabricating and supplying and fixing panels of aluminium composite
panel cladding in pan shape in metalic colour of approved shades made out of 4mm
thick aluminium composite panel material consisting of 3mm thick FR grade mineral
core sandwiched between two Aluminium sheets (each 0.5mm thick). The
aluminium composite panel cladding sheet shall be coil coated, with Kynar 500
based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and
shade on face # 1 and polymer (Service) coating on face # 2 as specified using
stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer
rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip
Galvanised with serrations and serrated washers to arrest the wind load movement,
fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon
separators to prevent bi-metallic contacts all complete required to perform as per
specification and drawing The item includes cost of all material & labour
component, the cost of all mock ups at site, cost of all samples of the individual sqm 4474.20
9 components
WOOD AND P. forV.testing
C. WORKin an approved laboratory, field tests on the assembled
9.1 Providing wood work in frames of doors, windows, clerestory windows and other
frames, wrought framed and fixed in position with hold fast lugs or with dash
fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for
separately).
9.1.1 Second class teak wood cum 131576.95

9.1.2 Sal wood cum 106720.85
9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001 (Part
B) in factory made frames of doors, windows, clerestory windows and other frames,
wrought framed and fixing in position with hold fast lugs or with dash fasteners of
required dia & length (hold fast lugs or dash fastener shall be paid for separately).
cum 115052.20
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in
position with necessary stainless steel screws etc.
9.3.1 Sal wood cum 97078.35
9.4 Extra for additional labour for circular works, such as in frames of fan light
9.4.1 Second class teak wood cum 13157.80
9.4.2 Sal wood cum 10672.20
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows
and clerestory windows, fixing with butt hinges of required size with necessary
screws, excluding panelling which will be paid for separately, all complete as per
direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be
paid separately)
9.5.1 Second class teak wood

9.5.1.1 35 mm thick shutters sqm 3704.45
9.5.2 Kiln seasoned and chemically treated hollock wood
9.5.3 Kiln seasoned selected planks of sheesham wood
9.6 Providing and fixing 35 mm thick factory made laminated veneer lumber door
shutter conforming to IS : 14616 and TADS 15:2001 (Part B), fixing with butt hinges
of required size with necessary screws, all complete as per directions of Engineer-
in-charge and panelling with panels of : (Note:- Butt hinges and necessary screws
shall be paid separately)
9.6.1 12 mm thick plain grade -1, medium density flat pressed three layer particle board
FPT - I or graded wood particle board FPT- I, IS : 3087 marked, bonded with BWP
type synthetic resin adhesive as per IS : 848 :
sqm 2682.05
9.6.2 12 mm thick pre-laminated particle board (decorative lamination on both sides)
grade -1, medium density flat pressed, three layer particle board FPT- I or graded
wood particle board FPT- I, conforming to IS : 3087, bonded with BWP type
synthetic resin adhesive as per IS : 848 and prelaminated conforming to IS : 12823,
Grade 1, Type - II marked :
sqm 2815.85
9.6.3 12 mm thick one side Pre-laminated particle board (decorative lamination on one
side and other sides balancing lamination) grade -1, medium density flat pressed,
three layer particle board FPT - I or graded wood particle board FPT-1 conforming
to IS : 3087 bonded with BWP type synthetic resin adhesive as per IS : 848 and pre-
laminated conforming to IS : 12823, Grade -1, Type II marked :
sqm 3070.05
9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and
glazed shutters for doors, windows and clerestory windows (Area of opening for
panel inserts excluding portion inside grooves or rebates to be measured). Panelling
for panelled or panelled and glazed shutters 25 mm to 40 mm thick :
9.7.1 Second class teak wood sqm 2998.30

9.7.2 Kiln seasoned and chemically treated hollock wood sqm 2039.80
9.7.3 Ply wood 5 ply, 9 mm thick
9.7.3.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328
BWR type sqm 2366.35
9.7.3.2 Decorative plywood one side decorative veneer and commercial veneer on other
face (Type 1) conforming to IS 1328 BWR Type sqm 2400.40
9.7.4 Ply wood 7 ply, 9 mm thick
9.7.4.1 Decorative plywood one side decorative veneer and commercial veneer on other
face (Type 1) conforming to IS 1328 BWR Type sqm 2570.70
9.7.5 Particle Board 12 mm thick
9.7.5.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium
density Grade I, IS : 3087 marked sqm 1399.80
9.7.5.2 Veneered flat pressed three layer or graded wood particle board with commercial
veneering on both sides conforming to IS:3097, grade I sqm 1711.15
9.7.5.3 Pre-laminated particle board with decorative lamination on one side and balancing
lamination on other side, Grade I, Type II IS: 12823 marked sqm 1743.60
9.7.5.4 Pre-laminated particle board with decorative lamination on both sides, Grade I,
Type II, IS:12823 marked sqm 1727.40
9.7.6 Coir Veneer Board (conforming to IS 14842)
9.7.6.1 12 mm thick sqm 1946.30
9.7.7 Float glass panes
9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm). sqm 1897.10
9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm). sqm 2231.20
9.7.8 Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm
wide aperture with matching wood beading sqm 1521.60
9.9 Providing and fixing glazed shutters for doors, windows and clerestory windows
using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges
bright finished of required size with necessary screws.
9.9.1.1 35 mm thick sqm 4458.40
9.9.1.2 30 mm thick sqm 4065.50
9.9.2.1 35 mm thick sqm 3100.55
9.9.2.2 30 mm thick sqm 2896.60
9.9.3 Kiln seasoned selected planks of sheesham wood
9.9.3.1 35 mm thick sqm 3951.85
9.9.3.2 30 mm thick sqm 3628.80
9.10 Providing and fixing factory made laminated veneer lumber glazed shutter
conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass
panes for doors, windows and clerestory windows, fixing with butt hinges of
required size with necessary screws, all as per directions of Engineer-in-charge
(Note:- Butt hinges and necessary screws shall be paid separately)
9.10.1 30 mm thick shutters sqm 2682.05

9.11 Extra for providing heavy sheet float glass panes instead of ordinary float glass in
glazed doors, windows and clerestory window shutters. (Area of opening for glass
panes excluding portion inside rebate shall be measured)
9.11.1 5.0 mm thick instead of 4 mm thick. sqm 275.60
9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass
panes 4 mm thick in doors, windows and clerestory window shutters. (Area of
opening for glass panes excluding portion inside rebate shall be measured).
sqm 148.50
9.13 Deduct for providing pin headed glass panes instead of ordinary float glass panes
weighing 4 mm thick in doors, windows and clerestory windows shutters (Area of
opening for glass panes excluding portion inside rebate shall be measured).
sqm 48.15
9.14 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed
butt hinges bright finished of required size with necessary screws. (Shutter area to
be measured).
sqm 147.15
9.15 Deduct for not providing hinges in doors, windows or clerestory window shutters
with :
9.15.1 Stainless steel butt hinges with stainless steel screws :
9.15.1.1 For 2nd class teak wood and other class of wood shutters sqm 202.55
9.15.2 ISI marked M.S. pressed butt hinges bright finished of required size.
9.15.2.1 For 2nd class teak wood and other class of wood shutters sqm 55.40
9.16 Providing and fixing 25 mm thick shutters for cup board etc. :
9.16.1 Panelled or panelled & glazed shutters :
9.16.1.1 Second class teak wood including ISI marked anodised aluminium butt hinges with
necessary screws sqm 3918.85
9.16.1.2 Second class teak wood including iSi marked nickel plated bright finished M.S. piano
hinges with necessary screws sqm 4061.20
9.16.2 Glazed shutters :
9.16.2.1 Second class teak wood including ISI marked anodized aluminium butt hinges with
necessary screws sqm 3751.10
9.16.2.2 Second class teak wood including ISI marked nickel plated bright finished M.S. piano
hinges with necessary screws sqm 3791.20
9.17 Providing and fixing flat pressed 3 layer particle board medium density exterior
grade (Grade I) or graded wood particle board IS : 3087 marked, to frame, backing
or studding with screws etc. complete (Frames, backing or studding to be paid
separately):
9.17.1 12 mm thick sqm 667.10

9.17.2 18 mm thick sqm 869.10
9.18 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle
board or graded wood particle board IS : 3087 marked, with one side decorative
and other side balancing lamination Grade I, Type II exterior grade IS : 12823
marked, in shelves with screws and fittings wherever required, edges to be painted
with polyurethane primer (fittings to be paid separately).
9.18.1 18 mm thick sqm 1089.30

9.18.2 25 mm thick sqm 1501.00
9.20 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I)
decorative type, core of block board construction with frame of 1st class hard wood
and well matched teak 3 ply veneering with vertical grains or cross bands and face
veneers on both faces of shutters.
9.20.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
sqm 3086.10
sqm 2818.50
9.20.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S.
Piano hinges IS : 3818 marked with necessary screws sqm 2512.35
9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I)
non-decorative type, core of block board construction with frame of 1st class hard
wood and well matched commercial 3 ply veneering with vertical grains or cross
bands and face veneers on both faces of shutters:
sqm 2015.75
sqm 1881.95
9.21.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S.
piano hinges with necessary screws sqm 1830.00
9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non
decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)
9.22.1 On one side only sqm 408.05

9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth
on all edges of flush door shutters (over all area of door shutter to be measured).
sqm 401.40
9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors
(cost of glass excluded) (overall area of door shutter to be measured):
9.24.1 Rectangular or square sqm 173.95

9.24.2 Circular sqm 180.60
9.25 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall
area of door shutters to be measured).
9.25.1 Decorative type door sqm 354.55
9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be
measured). sqm 93.65
9.27 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of
average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for
doors, windows and clerestory windows with hinges and necessary screws :
9.27.1 35 mm thick shutters

9.27.1.1 with ISI marked M.S. pressed butt hinges bright finished of required size
9.27.1.1.1 Second class teak wood sqm 4342.30
9.27.1.1.2 Kiln seasoned and chemically treated hollock wood sqm 3140.15
9.27.1.1.3 Kiln seasoned selected class of sheesham wood sqm 3893.35
9.27.1.2 With ISI marked stainless steel butt hinges of required size
9.31 Providing and fixing wire gauge laminated veneer lumber shutters conforming to
IS : 14616, and as per TADS 15 :2001 (Part B) using galvanised wire gauge with
average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm as
per IS :1568, for doors, windows and clerestory windows, fixing with butt hinges of
required size with necessary screws, as per directions of Engineer-in-charge: (Note:-
Butt hinges and necessary screws shall be paid separately)

9.40 Providing and fixing wooden moulded beading to door and window frames with
iron screws, plugs and priming coat on unexposed surface etc. complete :
9.40.1 2nd class teak wood

9.40.1.1 50x12 mm metre 191.55
9.40.1.2 50 x 20 mm metre 239.20
9.40.2.1 50x12 mm metre 157.85
9.40.2.2 50x20 mm metre 183.05
9.41 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be
paid separately), including fixing 50x12 mm beading complete with :

9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or
graded wood particle board medium density grade I, IS : 3087 marked, including
top cover of 6 mm commercial ply wood conforming to IS: 303 BWR grade, nickel
plated M.S. pipe 20 mm dia ( heavy type) curtain rod with nickel plated brackets,
including fixing with 25x3 mm M.S. flat 10 cm long fixed to pelmet with hollock
wood cleats of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and
rawl plugs 75 mm long etc. all complete.
metre 511.55
9.43 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI
marked IS : 14842, including top cover of 6 mm coir veneer board, nickle plated
M.S. Pipe 20 mm dia. (heavy type) curtain rod with nickel plated brackets, including
fixing with 25x3 mm M.S. Flat 10 cm long fixed to pelmet with hollock wood cleats
of size 100 mm x 40 mm x 40 mm on both inner side of pelmet and rawl plugs 75
mm long etc. all complete.
metre 626.55
9.44 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of
pelmet 18mm thick 150mm wide.
9.44.1 Non decorative veneer on both sides metre 33.20
9.44.2 Particle board with decorative veneering on both sides metre 107.05
9.45 Providing and fixing teak wood lipping of size 25x3 mm in pelmet. metre 61.50
9.46 Providing and fixing chromium plated brass curtain rod having wall thickness of
1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and
PVC sleeves etc., wherever necessary complete :
9.46.1 12 mm dia metre 274.90
9.46.2 20 mm dia metre 375.25
9.46.3 25 mm dia metre 482.30
9.47 Providing and fixing nickel plated M.S. pipe curtain rods with nickel plated brackets :
9.47.1 20 mm dia (heavy type) metre 152.65

9.47.2 25 mm dia (heavy type) metre 159.35
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with
M.S. flats, square or round bars etc. including priming coat with approved steel
primer all complete.
9.48.1 Fixed to steel windows by welding kg 181.00
9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 197.70
9.49 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm
thick for windows etc. including 62 x19 mm beading of II nd class teak wood and
priming coat with approved steel primer all complete.
sqm 1277.65
9.50 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less
than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second
class teak wood and priming coat with approved steel primer all complete.
sqm 1484.70
9.51 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory
windows using wire gauge with average width of aperture 1.4 mm in both
directions with wire of dia 0.63 mm all complete.
9.51.1 With 2nd class teak wood beading 62X19 mm sqm 1164.90
9.51.2 With 12 mm mild steel U beading sqm 812.40
9.52 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than
7.75 Kg per sqm in panelled and glazed door and window shutter instead of glass
sheet 4 mm thick.
sqm 161.90
9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10
mm diameter bolts, nuts and wooden plugs and embedding in cement concrete
block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate
20mm nominal size).
each 194.35
9.54 Providing beams including hoisting, fixing in position and applying wood
preservative for the unexposed surfaces, etc. complete with :
9.54.1 Sal wood cum 95406.90
9.54.2 Hollock wood cum 62238.25
9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with
necessary screws etc. complete :
9.55.1 125x65x2.12 mm each 48.00
9.55.2 100x58x1.90 mm each 39.05
9.55.3 75x47x1.70 mm each 32.75
9.55.4 50x37x1.50 mm each 16.35
9.56 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with
9.56.1 125x90x4.00 mm each 60.70
9.56.2 100x75x3.50 mm each 52.40
9.56.3 75x60x3.10 mm each 40.00
9.56.4 50x40x2.50 mm each 21.80
9.57 Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary
screws etc. complete.
9.57.1 125x65x2.12 mm each 47.05
9.57.2 100x58x1.90 mm each 40.60
9.57.3 75x47x1.70 mm each 34.30
9.57.4 50x37x1.50 mm each 16.95
9.58 Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with
9.58.1 150x125x27x2.80 mm each 77.70
9.58.2 125x125x27x2.80 mm each 73.00
9.58.3 100x125x27x2.80 mm each 64.30
9.58.4 75x100x20x2.24 mm each 56.90
9.59 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with
9.59.1 150 mm each 251.70
9.59.2 125 mm each 224.95
9.59.3 100 mm each 196.70
9.60 Providing and fixing oxidised M.S. double acting spring hinges with necessary
9.60.1 150 mm each 278.45
9.60.2 125 mm each 251.70
9.60.3 100 mm each 223.45
9.61 Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and
fixing with necessary screws etc., complete.
9.61.1 Overall width 35 mm metre 282.95
9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws
etc. complete :
9.62.1 300x16 mm each 180.55
9.62.2 250x16 mm each 165.90
9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type)
with necessary screws etc. complete :
9.63.1 250x10 mm each 74.65
9.63.2 200x10 mm each 61.05
9.63.3 150x10 mm each 53.05
9.63.4 100x10 mm each 39.10
9.64 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to
IS : 7534 with necessary screws bolts, nut and washers etc. complete.
each 108.65
9.65 Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930
with screws etc. complete :
9.65.1 300x20x6 mm each 82.40
9.65.2 250x20x6 mm each 69.00
9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with
9.66.1 125 mm each 35.20
9.66.2 100 mm each 28.25
9.66.3 75 mm each 24.25
9.67 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS :
363 with necessary screws etc. complete :
9.67.1 150 mm each 29.15
9.67.2 115 mm each 26.00
9.67.3 90 mm each 22.10
9.68 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary
9.68.1 300 mm weighing not less than 200 grams each 59.25
9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors,
(weighting not less than 450 gms) each 88.95
9.70 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel
screws etc. complete :
9.70.1 125x64x1.90 mm each 95.50
9.70.2 100X58X1.90 mm each 86.15
9.70.3 75x47x1.80 mm each 64.20
9.70.4 50x37x1.50 mm each 36.00
9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight)
with stainless steel screws etc. complete :
9.71.1 125x64x2.50 mm each 104.20
9.71.2 100x60x2.50 mm each 85.45
9.71.3 75x50x2.50 mm each 70.90
9.72 Providing and fixing bright finished brass butt hinges with necessary screws etc.
complete :
9.72.1 125x85x5.5 mm (heavy type) each 228.90
9.72.2 125x70x4 mm (ordinary type) each 157.45
9.72.3 100x85x5.5 mm (heavy type) each 175.70
9.72.5 75x65x4 mm (heavy type) each 147.45
9.72.6 75x40x2.5 mm (ordinary type) each 86.15
9.73 Providing and fixing bright finished brass parliamentary hinges with necessary
9.73.1 150x125x27x5 mm each 394.95
9.73.2 125x125x27x5 mm each 353.45
9.73.3 100x125x27x5 mm each 325.35
9.73.4 75x100x20x3.2 mm each 288.95
9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary
9.74.1 250x10 mm each 374.35
9.74.2 200x10 mm each 300.55
9.74.3 150x10 mm each 232.30
9.74.4 100x10 mm each 160.30
9.75 Providing and fixing bright finished brass door latch with necessary screws etc.
complete :
9.75.1 300x16x5 mm each 273.20
9.75.2 250x16x5 mm each 259.80
9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6
levers and a pair of lever handles of approved quality with necessary screws etc.
complete.
each 723.80
9.77 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt
and a pair of lever handles of approved quality with necessary screws etc.
complete.
each 603.40
9.78 Providing and fixing bright finished brass night latch of approved quality including
necessary screws etc. complete. each 1004.80 each 1004.80
9.79 Providing and fixing special quality bright finished brass cupboard or ward robe
locks with four levers of approved quality including necessary screws etc. complete.
9.79.1 40 mm each 264.90

9.79.2 50 mm each 306.40
9.79.3 65 mm each 313.05
9.79.4 75 mm each 333.15
9.80 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of
approved quality with necessary screws. each 63.65
9.81 Providing and fixing bright finished brass handles with screws etc. complete:
9.81.1 125 mm each 205.10

9.81.2 100 mm each 189.85
9.81.3 75 mm each 149.70
9.82 Providing and fixing bright finished brass hanging type floor door stopper with
necessary screws, etc. complete. each 109.60
9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door
closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight
upto 35 kg and door width upto 700 mm), with necessary accessories and screws
etc. complete.
each 1025.65
9.84 Providing and fixing aluminium extruded section body tubular type universal
hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body,
door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with
double speed adjustment with necessary accessories and screws etc. complete.
each 856.30
9.85 Providing and fixing bright finished brass casement window fastener with necessary
screws etc. complete. each 76.30
9.86 Providing and fixing bright finished brass casement stays (straight peg type) with
9.86.1 300 mm weighing not less than 330 gms each 186.80
9.87 Providing and fixing bright finished brass hasp and staple (safety type) with
9.87.1 150 mm each 118.60
9.87.2 115 mm each 107.45
9.87.3 90 mm each 94.75
9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6
levers and a pair of lever handles of approved quality with necessary screws etc.
complete.
each 817.50
9.89 Providing and fixing chromium plated brass night latch of approved quality
including necessary screws etc. complete. each 857.60
9.90 Providing and fixing special quality chromium plated brass cupboard locks with six
levers of approved quality including necessary screws etc. complete.
9.90.1 Size 40 mm each 272.95

9.90.2 Size 50 mm each 286.30
9.90.3 Size 65 mm each 321.10
9.90.4 Size 75 mm each 355.90
9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs
with nuts complete. each 122.50
9.92 Providing and fixing chromium plated brass handles with necessary screws etc.
complete:
9.92.1 125 mm each 226.50
9.92.2 100 mm each 199.20
9.92.3 75 mm each 179.15
9.93 Providing and fixing chromium plated brass casement window fastener with
necessary screws etc. complete. each 140.80
9.94 Providing and fixing chromium plated brass casement stays (straight peg type) with
9.95 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not
less than grade AC 10 as per IS: 1868) transparent or dyed to required colour or
shade with necessary screws etc. complete:
9.95.1 125x75x4 mm each 138.55
9.95.2 125x63x4 mm each 116.20
9.95.3 100x75x4 mm each 106.85
9.95.4 100x63x4 mm each 97.60
9.95.5 100x63x3.2 mm each 90.40
9.95.6 75x63x4 mm each 79.05
9.95.7 75x63x3.2 mm each 72.45
9.95.8 75x45x3.2 mm each 68.45
9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic
coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required
colour or shade, with nuts and screws etc. complete :
9.96.1 300x16 mm each 260.30
9.96.2 250x16 mm each 234.90
9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating
not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour
or shade, with necessary screws etc. complete :
9.97.1 300x10 mm each 117.65
9.97.2 250x10 mm each 104.40
9.97.3 200x10 mm each 90.80
9.97.4 150x10 mm each 75.55
9.97.5 100x10 mm each 58.65
9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating
not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour
and shade, with necessary screws bolts, nut and washers etc. complete.
each 89.90
9.99 Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm,
anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or
dyed to required colour or shade, with necessary screws etc. complete.
each 212.85
9.100 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not
less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or
shade, with necessary screws etc. complete :
9.100.1 125 mm each 60.05
9.100.2 100 mm each 53.25
9.100.3 75 mm each 46.30
9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised
(anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to
required colour and shade, with necessary screws etc. complete.
9.101.1 Single rubber stopper each 35.50

9.101.2 Twin rubber stopper each 62.25
9.102 Providing and fixing aluminium casement stays, ISI marked, anodised (anodic
coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required
colour and shade, with necessary screws etc. complete.
each 64.55
9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI
marked, with six levers and a pair of anodised (anodic coating not less than grade
AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary
each 739.80
9.104 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in
pelmets as curtain rod. metre 139.70
9.105 Providing and fixing partition upto ceiling height consisting of G.I. frame and
required board, including providing and fixing of frame work made of special
section power pressed/ roll form G.I. sheet with zinc coating of 120 gms/sqm(both
side inclusive), consisting of floor and ceiling channel 50mm wide having equal
flanges of 32 mm and 0.50 mm thick, fixed to the floor and ceiling at the spacing of
610 mm centre to centre with dash fastener of 12.5 mm dia meter 50 mm length or
suitable anchor fastener or metal screws with nylon plugs and the studs 48 mm
wide having one flange of 34 mm and other flange 36 mm and 0.50 mm thick fixed
vertically within flanges of floor and ceiling channel and placed at a spacing of 610
mm centre to centre by 6 mm dia bolts and nuts, including fixing of studs along
both ends of partition fixed flush to wall with suitable anchor fastener or metal
screws with nylon plugs at spacing of 450 mm centre to centre, and fixing of boards
to both side of frame work by 25 mm long dry wall screws on studs, floor and
ceiling channels at the spacing of 300 mm centre to centre. The boards are to be
fixed to the frame work with joints staggered to avoid through cracks, M.S. fixing
channel of 99 mm width (0.9 mm thick having two flanges of 9.5 mm each) to be
provided at the horizontal joints of two boards, fixed to the studs using metal to
metal flat head screws, including jointing and finishing to a flush finish with
recommended jointing compound, jointing tape, angle beads at corners (25 mm x
9.105.1 75 mm overall thickness partition with 12.5 mm thick double skin fire rated Glass
Reinforced Gypsum (GRG) plaster board conforming to IS: 2095: part 3 (Board with
BIS certification marks)
sqm 1797.65
9.105.2 75mm overall thickness partition with 12.5 mm thick double skin tapered edged
plain Gypsum plaster board conforming to IS: 2095: (part I): 2011 (Board with BIS
certification marks)
sqm 1530.05
9.105.3 66mm overall thickness Partition with 8mm thick double skin Calcium Silicate Board
made with Calcareous & Siliceous materials reinforced with cellulose fiber
manufactured through autoclaving process with Compressive Strength 225
kg/sq.cm, Bending Strength 100 kg./ sq.cm
sqm 1877.90
9.105.4 66mm overall thickness partition using 8mm thick double skin multipurpose cement
board reinforced with cellulose fibre manufactured through autoclaving process
(High pressure steam cured) as per IS : 14862 with suitable fibre cement screws
sqm 1744.10
9.105.5 66 mm overall thickness partition using 8 mm thick double skin multipurpose
cement bonded wood particle board manufactured as per IS: 14276 with suitable
cement bonded board screws
sqm 1730.75
9.106 Providing and fixing PTMT handles with necessary screws etc. complete.
9.106.1 125x34x24 mm weighing not less than 23 gms each 35.40
9.107 Providing and fixing PTMT Butt hinges with necessary screws etc. complete.
9.107.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34
gms each 64.05
9.107.2 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53
gms each 76.50
9.108 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and
necessary screws etc., complete.
9.109 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with
suitable washers weighing not less than 33 gms each 34.45
9.110 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm
dia (Average) half cut bamboo placed vertically and fixed together with three
numbers horizontal running members of hollock wood in scantling of section 50X25
mm, fixed with nails and G.I wire on existing support complete as per direction of
Engineer-in-charge.
sqm 600.15
9.111 Providing and fixing wooden moulded corner beading of triangular shape to the
junction of panelling etc. with iron screws, plugs and priming coat on unexposed
surface etc. complete 2nd class teak wood.
9.111.1 50x50 mm (base and height) metre 310.40
9.112 Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of
size 18X5 mm fixed with wooden adhesive of approved quality and screws/nails on
the edges of the Pre-laminated particle board as per direction of Engineer-in-
charge.
metre 85.60
9.113 Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair
of handles of approved quality for aluminium door, with necessary screws etc
complete as per direction of Engineer- in-charge.
each 721.75
9.114 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe
shutters, including fixing with necessary screws etc. complete.
9.114.1 Triple strip vertical type each 44.85
9.114.2 Double strip (horizontal type) each 34.15
9.115 Providing and fixing powder coated telescopic drawer channels 300 mm long with
necessary screws etc. complete as per directions of Engineer- in-charge.
one set 355.05
9.116 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by
with stainless steel rollers to run inside C or E aluminium channel section (The
payment of C or E channel shall be made separately)
each 17.65
9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded
sections having an overall dimension as below (tolerance ±1mm), with wall
thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with
galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The
hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19
mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to
the frame complete as per manufacturer’s specification and direction of Engineer-
in-charge
9.117.1 Extruded section profile size 48x40 mm metre 232.55

9.117.2 Extruded section profile size 42x50 mm metre 280.70
9.118 Providing and fixing to existing door frames.
9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC
hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt
edging on both sides. The styles and rails mitred and joint at the corners by means
of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0
mm and stainless steel screws. The styles of the shutter reinforced by inserting
galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The
lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm
(± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised
M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel
of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1
mm) wall thickness. The panels filled vertically and tie bar at two places by inserting
horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers,
complete as per manufacturer's specification and direction of Engineer-in-charge.
(For W.C. and bathroom door shutter).
sqm 1790.65
9.118.2 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and
rails of a uPVC hollow section of size 60x30 mm and wall thickness 2 mm (± 0.2
mm), with inbuilt decorative moulding edging on one side. The styles and rails
mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size
75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of
the shutter reinforced by inserting galvanised M.S. tube of size 25x20 mm and 1
mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow
section of size 100x30 mm and 2 mm (± 0.2 mm) wall thickness fixed to the shutter
styles by means of plastic/ galvanised M.S. 'U' cleats. The shutter frame filled with a
uPVC multi-chambered single panel of size not less than 620 mm, having over all
thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness . The panels filled vertically
and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and
fastened with nuts and washers, complete as per manufacturer's specification and
direction of Engineer-in-charge.
sqm 2008.55
9.118.3 25 mm thick PVC flush door shutters made out of a one piece Multi chamber
extruded PVC section of the size of 762 mm X 25 mm or less as per requirement
with an average wall thickness of 1 mm (± 0.3 mm). PVC foam end cap of size 23x10
mm are provided on both vertical edges to ensure the overall thickness of 25 mm.
M.S. tube having dimensions 19 mm x 19 mm and 1.0 mm (± 0.1 mm) is inserted
along the hinge side of the door. Core of the door shutter should be filled with High
Density Polyurethane foam. The Top & Bottom edges of the shutter are covered
with an end-cap of the size 25 mm X 11 mm. Door shutter shall be reinforced with
special polymeric reinforcements as per manufacturer’s specification and direction
of Engineer-in-charge to take up necessary hardware and fixtures. Stickers
indicating the locations of hardware will be pasted at appropriate places
sqm 2612.20
9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall
thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at
corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square
tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square
tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the
frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size,
complete as per manufacturer’s specification and direction of Engineer- in-Charge.
metre 408.25
9.120 Providing and fixing factory made panel PVC door shutter consisting of frame made
out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and
15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of
approved make and manufacture. M.S. frame covered with 5 mm thick heat
moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50
mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side
forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be
flat and 20 mm shall be tapered in 45 degree on the inner side to form top and
bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20
mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall
be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC
sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick
both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles &
rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side,
and joined together with solvent cement adhesive. An additional 5 mm thick PVC
strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC
solvent adhesive etc. complete as per direction of Engineer-in-charge,
manufacturer's specification & drawing.
9.120.1 30 mm thick plain PVC door shutters sqm 2455.10

9.120.2 30 mm thick pre laminated PVC door shutters sqm 2455.10
9.121 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-
section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter
of 30 mm thickness. The laminate shall be moulded with fire resistant grade
unsaturated polyester resin and chopped mat. Door frame laminate shall be 2mm
thick and shall be filled with suitable wooden block in all the three legs. The frame
shall be covered with fiber glass from all sides. M.S. stay shall be provided at the
bottom to steady the frame.
metre 702.60
9.122.1 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required
colour and approved brand and manufacture, made with fire - retardant grade
unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming
hollow rails and styles, with wooden frame and suitable blocks of seasoned wood
inside at required places for fixing of fittings, cast monolithically with 5 mm thick
FRP laminate for panels conforming to IS: 14856, including fixing to frames.
sqm 3496.75
9.122.2 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different
plain and wood finish made with fire retardant grade unsaturated polyester resin,
moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside
at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene
foam to be used as filler material throughout the hollow panel, casted
monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of
IS: 14856, complete as per direction of Engineer-in-charge.
sqm 3963.70
9.123 Providing and fixing factory made door frame (single rebate) made out of single
piece extruded solid PVC foam profile with homogenous fine cellular structure
having smooth outer integral skin having 62 mm width & 32 mm thickness, frame
will be mitred & Jointed with self driven self tapping screws of size 38 mm x 4 mm &
PVC solvent cement, including fixing the frame to wall with suitable dia & length
anchor fastener as per manufacturer's specification and direction of Engineer-in-
charge.
metre 481.85
9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam
profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5
mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm
integrally extruded on the hinge side of the profile for better screw holding power.
The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mmx 1
mm, painted with primer , all four corners of reinforcement to be welded or sealed.
Solid PVC extruded bidding (push fit type) will be set inside the styles and the rails
with a cavity, to receive single piece extruded 5mm PVC sheet as panel. The styles
and rails will be mitred cut and joint with the help of PVC solvent cement & self
driven self tapping screws. Single piece extruded solid PVC lock rail of size 100 mm x
30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the
lock rail & fixed with styles with the help of PVC solvent cement & self driven self
tapping screws of size 100mm x 8 mm complete as per manufacturer's
specifications and direction of Engineer-in-charge.
9.124.1 Non decorative finish sqm 3060.60

9.124.2 Decorative finish (both side wood grained finish) sqm 3194.40
9.125 Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters
(bathroom and W.C. doors) using synthetic rubber based adhesive. sqm 1293.05
9.126 Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or
panelled and glazed shutters for doors, windows and clerestory windows (area of
opening for panel inserts excluding portion inside grooves or rebates to be
measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm
thick.
9.126.1 Marine plywood conforming to IS: 710 sqm 2100.40

9.126.2 Fire retardant plywood conforming to IS: 5509 sqm 2338.75
9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in
gloss / matt/ suede finish with high density protective surface layer and reverse side
of adhesive bonding quality conforming to IS : 2046 Type S, including cost of
adhesive of approved quality.
9.127.1 1.5 mm thick sqm 890.55

9.127.2 1.0 mm thick sqm 764.00
9.128 Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm
thick of required colour, size and design made by Resin Transfer Moulding (RTM)
Machine Technology, resulting in void free compact laminate in single piece, having
smooth gradual slope curvature for easy drainage of water and duly reinforced by 2
nos vertically and 1 nos horizontally 50x2 mm thick M.S. flat with 12 mm in built
hole for grouting on the existing wall along with the 50 mm flanges duly inserted
and sealed in the wall complete in one single piece casted monolithically, including
all necessary fittings . The FRP Chajja should be manufactured using unsaturated
Polyester resin as per IS: 6746, duly reinforced with fibre glass chopped strand mat
(CSM) as per IS: 11551 complete with protective Gel coat U/V coating on Top for
complete resistance from the extreme of temperature, weather & sunlight (Only
plan area of chajjas shall be measured for making payment).
sqm 4901.50
9.129 Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat
pressed three layer particle board or graded wood particle board IS: 12823 marked,
exterior grade (Grade l Type ll), having one side decorative lamination and other
side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12
mm thick with necessary screws and bright finished stainless steel piano hinges,
complete as per direction of the Engineer-in-Charge
sqm 1982.70
9.130 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS
: 3097 marked, exterior grade (Grade I), of approved make, including IInd class teak
wood lipping of 25 mm wide x 12 mm thick with necessary screws and bright
finished stainless steel piano hinges, complete as per direction of Engineer-in-
Charge.
9.130.1 With decorative veneering on one side and commercial veneering on other side
sqm 1668.30
9.130.2 With non decorative veneering on both sides sqm 1567.95
9.131 Providing and fixing factory made shutters of Pre-laminated particle board flat
pressed three layer or graded wood particle board with one side decorative finish
and other side balancing lamination conforming to IS: 12823 Grade l Type ll, of
approved design, and edges sealed with water resistant paint and lipped with
aluminium 'U' type edge beading all- round the shutter, including fixing with angle
cleat, grip strip, cadmium plated steel screws, including fixing of aluminium hinges
100x63x4 mm etc. complete as per architectural drawing and direction of Engineer-
in- Charge (Cost of 'U' beading and hinges will be paid for separately).
9.131.1 25 mm thick sqm 1559.05

9.132 Providing and fixing aluminum U beading of required size to Pre-laminated/ flush
door shutter, including fixing etc. complete as per direction of Engineer-in-charge.
kg 530.30
9.133 Providing and fixing, in position concealed G.I. section for wall paneling using board
of required thickness fixed on the 'W' profile (0.55 mm thick) having a knurled web
of 51.55 mm and two flanges of 26 mm each with lips of 10.55 mm, placed @ 610
mm C/C in perimeter channel having one flange of 20 mm and another flange of 30
mm with thickness of 0.55 mm and web of length 27 mm. Perimeter channel is
fixed on the floor and the ceiling with the nylon sleeves @ 610 mm C/C with fully
threaded self-tapping dry wall screws. Board is fixed to the 'W' profile with 25 mm
countersunk ribbed head screws @ 200 mm C/C., all complete as per the drawing &
directions of engineer-in-charge, the joints of the boards are finished with specially
formulated jointing compound and 48mm wide jointing tape to provide seamless
finish.
9.133.1 Tapered edge calcium silicate board made with calcareous & siliceous materials
reinforced with cellulose fiber manufactured through autoclaving process to give
stable crystalline structure with compressive strength 225 kg/ sq.cm, Bending
strength 100 kg/sq.cm.
9.133.1.1 10mm thick sqm 1503.50

9.133.2 Multipurpose cement board reinforced with suitable fibre cement screw.
9.133.2.1 8 mm thick cement fibre board as per IS : 14862 sqm 1209.10
9.133.2.2 8 mm thick Cement bonded wood particle board as per IS:14276 sqm 1201.70
9.133.3 Plain Gypsum plaster board conforming to IS: 2095 Part - 1:2011 (Board with BIS
certification marks)
9.133.3.1 12.5 mm thick sqm 1091.30
9.134 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge
with wire of dia 0.5 mm and average width of aperture 1.4 mm in both directions
for doors, windows and clerestory windows with necessary screws :

9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and
clerestory windows using wire gauge with average width of aperture 1.4 mm in
both directions with wire of dia. 0.50 mm all complete.
9.135.1 With 2nd class teak wood beading 62X19 mm sqm 1404.25
9.135.2 With 12 mm mild steel U beading sqm 1051.75
9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in
rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly
filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire
rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4
mm (minimum) alround the frame and fixing with dash fastener of approved size
and make, including applying a coat of approved brand fire resistant primer etc.
complete as per direction of Engineer-in-charge (Dash fastener to be paid for
separately).
metre 1462.75
9.137 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes
fire rating conforming to IS:3614 (Part-II), tested and certified as per laboratory
approved by Engineer-in-charge, with suitable mounting on door frame, consisting
of vertical styles, lock rail, top rail 100 mm wide, bottom rail 200 mm wide, made
out of 16 SWG G.I.sheet (zinc coating not less than 120 gm/m2) duly filled FR
insulation material and fixing with necessary stainless steel ball bearing hinges of
approved make, including applying a coat of approved fire resistant primer etc. all
complete as per direction of Engineer-in-charge (panneling to be paid for
separately).
sqm 6444.95
9.138 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions
etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less
than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at
distance 75 mm from the edges and 150 mm c/c , including applying a coat of
approved fire resistant primer/ powder coating of not less than 30 micron on G.I.
beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per
NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with
glass of required thickness having 60 minutes of fire resistance both integrity &
radiation control (EW60) and minimum 20 minutes of insulation (EI20). The
manufacturer have to give test report/certification of fire glass and the glass should
have the stamp showing the value of E, EW & EI. The glass shall be tested in
approved NABL accredited lab or by any other accreditation body which operates in
accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing
and calibration scopes shall be eligible. The maximum glazing size shall not be more
than 1100x2200 mm (w x h) or 2.42 sqm.
sqm 35982.00
9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim
Latch & Lock on back side of the Panic Latch of reputed brand and manufacture to
be approved by the Engineer- in- charge, all complete.
each 7145.90
9.14 Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including
a coat of approved primer on one face, and fixed on wooden /steel frame work,
complete as per direction of Engineer-in- charge (Frame work shall be paid for
separately).
9.140.1 12mm thick commercial ply conforming to IS : 1328 BWR type sqm 1084.60
9.141 Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5
mm (± 0.2 mm), made out of single piece extruded PVC profile, with mitred cut
joints and joint with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of
cross section size 35 x 15 mm & self driven self taping screws, the vertical door
profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm ,
including providing EPDM rubber gasket weather seal throughout the frame,
including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the
profile. The door frame to be fixed to the wall using 8 x100 mm long anchor
fasteners complete, all as per manufacturer's specification and direction of
Engineer -in- charge.
metre 462.25
9.142 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece
extruded soild PVC profiles, 5 mm (± 0.2 mm) thick, having styles & rails (except lock
rail) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm
shall be tapered (on both side), having one side thickness of 15 mm integrally
extruded on the hinge side of the profile for better screw holding power, including
reinforcing with MS tube of size 40 mm X 20 mm x 1 mm, joints of styles & rails to
be mitered cut & joint with the help of PVC solvent cement, self driven self tapping
screws & M.S. rectangular pipes bracket of size 190 mm X 100 mm of cross section
size 35 mm x 17 mm x 1 mm at each corner. Single piece extruded 5 mm thick solid
PVC Lock rail of size 115 mm x 35 mm, out of which 75 mm to be flat and 20 mm to
be tapered at both ends, having 15 mm solid core in middle of rail section integrally
extruded, fixing the styles & rails with the help of solvent and self driven self
tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid
PVC extruded sheet inserted in the door as panel, all complete as per
manufacturer's specification and direction of Engineer- in-charge.
9.142.1 Non decorative finish (matt finish) sqm 3467.20

9.142.2 Decorative finish (wood grained finish) sqm 4018.40
9.143 Providing and Fixing factory made uPVC door frame, made of uPVC exturded
sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of
the door frame to be mitred cut and jointed with plastic brackets and stainless steel
screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm
x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos
of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with
required number & size of anchor dash fastners, all complete as per manufacturer's
specification and direction of Engineer-in-charge. metre
metre 545.60
9.144 Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails
made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (±
0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the
corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each
corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC
profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of
size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical
styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and
inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete,
all as per manufacturer's specification and direction of Engineer-in-charge.
sqm 3654.45
9.145 Providing and Fixing factory made PVC door frame made of PVC extruded sections
of size 75 mm x 53 mm, having wall thickness 2.0 mm (± 0.2 mm). Both
verticalssides of the frame reinforced with PVC profile of cross section size 28 mm x
30 mm x 2 mm thickness (± 0.2 mm) and 75 mm x 200 mm long, including
reinforcing both ends of the top frame with PVC profile. PVC Door Frame and PVC
reinforcement profile to be mitred cut, jointed and fusion welded together,
including providing and fixing 3 nos of 125 mm long stainless steel hinges to frame,
fixing the frame with jamb with required nos & sizes of anchor dash fastener, all
complete as per manufacturer's specification and direction of engineer- in-charge.
metre 611.20
9.146 Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails
made of PVC hollow extruded printed and laminated section having overall
dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt
beading on one side, the styles and rails mitred cut and joint at corners by inserting
2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section
size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and
reinforcements to be fusion welded together. Only hinge side vertical style to be
reinforced with PVC profile reinforcement in full length. Printed and laminated PVC
lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be
welded horizontally with the vertical styles after inserting PVC profile reinforcement
as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm
printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with
both side threaded and tightened with check nuts and washers complete, all as per
manufacturer's specification and direction of engineer-in-charge.
sqm 3954.15
9.147A Providing and fixing factory made uPVC white colour casement/casement cum fixed
glazed windows comprising of uPVC multi-chambered frame, sash and mullion
(where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
galvanized mild steel section made from roll forming process of required length
(shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction hinges,
zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8 mm size
for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless
steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all
corners, mullion (if required) shall be also fusion welded including drilling of holes
for fixing hardware's and drainage of water etc. After fixing frame the gap between
frame and adjacent finished wall shall be filled with weather proof silicon sealant
over backer rod of required size and of approved quality, all complete as per
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes
and silicon sealant shall be paid separately). Variation in profile dimension in higher
side shall be accepted but no extra payment on this account shall be made.
9.147A.1 Casement window single panel with S.S. friction hinges (300 x 19 x 1.9 mm), made
of (small series) frame 47 x 50 mm & sash 47 x 68 mm both having wall thickness of
1.9 ± 0.2 mm and single glass pane glazing bead of appropriate dimension. (Area
of window upto 0.75 sqm.)
sqm 10443.75
9.147A.2 Casement window double panels with S.S. friction hinges (300 x 19 x 1.9 mm) made
of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all
having wall thickness of 1.9 ± 0.2 mm and single glazing bead of appropriate
dimension. (Area of window above 0.75 sqm upto 1.50 sqm).
sqm 9635.40
9.147A.3 Casement window double panels with top fixed with S.S. friction hinges (350 x 19 x
1.9 mm) made of (small series) frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x
68 mm all having wall thickness of 1.9 ± 0.2 mm and single glazing bead of
appropriate dimension. ( Area of window upto 2.50 sqm).
sqm 7776.70
9.147A.4 Casement window single panel with S.S. friction hinges (400 x 19 x 1.9 mm) made of
(big series)frame 67 x 60 mm & sash 67 x 80 mm both having wall thickness of 2.3 ±
0.2 mm and single glazing bead / double glazing bead of appropriate dimension.
(Area of window above 0.75 sqm.)
sqm 10347.05
9.147A.5 Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made
of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall
thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of
appropriate dimension. (Area of window above 1.50 sqm).
sqm 10746.90
9.147A.6 Casement cum fixed panel window having both end single casement panel, middle
fixed panels and at top completely fixed ventilator with S.S friction hinges (350 x 19
x 1.9) made of (big series) frame 67 x 60 mm , sash 67 x 80 mm & mullion 67 x 80
mm all having wall thickness of 2.3 ± 0.2 mm and single glazing bead/double glazing
bead of appropriate dimension. (Area of window above 3.00 sqm upto 5.00 sqm).
sqm 8135.75
9.147B Providing and fixing factory made uPVC white colour fixed glazed windows/
ventilators comprising of uPVC multi-chambered frame and mullion (where ever
required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized
mild steel section made from roll forming process of required length (shape & size
according to uPVC profile), , uPVC extruded glazing beads of appropriate
dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished
wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of
frame shall be mitred cut and fusion welded at all corners, mullion (if required)
shall be also fusion welded including drilling of holes for fixing hardware's and
drainage of water etc. After fixing frame the gap between frame and adjacent
finished wall shall be filled with weather proof silicon sealant over backer rod of
required size and of approved quality, all complete as per approved drawing &
direction of Engineer-in-Charge. (Single / double glass panes and silicon sealant
shall be paid separately). Variation in profile dimension in higher side shall be
accepted but no extra payment on this account shall be made.
9.147B.1 Fixed window / ventilator made of (small series) frame 47 x 50 mm & mullion 47 x
68 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of
appropriate dimension. (Area upto 0.75 sqm.)
sqm 7249.90
9.147C Providing and fixing factory made uPVC white colour casement/ Casement cum
fixed glazed door comprising of uPVC multi-chambered frame, sash and mullion
(where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
(shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, zinc alloy (white powder coated) 3D hinges
and one handle on each side of panels along with zinc plated mild steel multi point
locking having transmission gear, cylinder with keeps and one side key, G.I fasteners
100 x 8 mm size for fixing frame to finished wall and necessary stainless steel
screws, etc. Profile of frame & sash shall be mitred cut and fusion welded at all
corners, mullion (if required) shall be also fusion welded including drilling of holes
frame and adjacent finished wall shall be filled with weather proof silicon sealent
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes
and silicon sealent shall be paid separately). Variation in profile dimension in higher
side shall be accepted but no extra payment on this account shall be made.
9.147C.1 Casement door with 3D hinges made of (big series) frame 67 x 64 mm & sash 67 x
110 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension. (Area of door upto 2.00 sqm).
sqm 10284.70
9.147C.2 Casement door with top hung ventilator with 3D and S.S. friction hinges (400 x 19 x
1.9 mm) made of (big series) frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x
80 mm all having wall thickness of 2.3 ±. 0.2 mm and single glazing bead / double
glazing bead of appropriate dimension.(Area of door upto 2.50 sqm)
sqm 10451.95
9.147D Providing and fixing factory made uPVC white colour sliding glazed window upto
1.50 m in height dimension comprising of uPVC multi-chambered frame with in-
built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
(shape & size according to uPVC profile), appropriate dimension of uPVC extruded
glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy
(white powder coated) touch locks with hook, zinc alloy body with single nylon
rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing
frame to finished wall and necessary stainless steel screws etc. Profile of frame &
sash shall be mitred cut and fusion welded at all corners, including drilling of holes
frame and adjacent finished wall shall be filled with weather proof silicon sealent
approved drawing & direction of Engineer-in-Charge. (Single / double glass panes,
wire mesh and silicon sealent shall be paid separately). Variation in profile
dimension in higher side shall be accepted but no extra payment on this account
shall be made.
9.147D.1 Two track two panels sliding window made of (small series) frame 52 x 44 mm
&sash 32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing
bead of appropriate dimension. (Area of window upto 1.75 sqm)
sqm 7634.10
9.147D.2 Three track three panels sliding window with fly proof SS wire mesh (Two nos.
glazed & one no. wire mesh panels) made of (small series) frame 92 x 44 mm & sash
32 x 60 mm both having wall thickness of 1.9 ± 0.2 mm and single glazing bead of
appropriate dimension (Area of window upto 1.75 sqm).
sqm 10030.30
9.147D.3 Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash
46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension . (Area of window above 1.75 sqm
upto 2.50 sqm).
sqm 7821.15
9.147D.4 Three track three panels sliding window with fly proof S.S wire mesh (Two nos.
glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash
double glazing bead of appropriate dimension. (Area of window above 1.75 sqm).
sqm 9642.60
9.147D.5 Three track three panels sliding window made of (big series) frame 116 x 45 mm &
sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead
/ double glazing bead of appropriate dimension. (Area of window above 1.75 sqm)
sqm 9183.30
9.147E Providing and fixing factory made uPVC white colour sliding glazed window above
1.50 m in height dimension comprising of uPVC multi-chambered frame with in-
built roller track and sash extruded profiles duly reinforced with 1.60 ± 0.2 mm thick
(shape & size according to uPVC profile), appropriate dimension of uPVC extruded
glazing beads, uPVC extruded interlocks and uPVC extruded Inline sash adaptor (if
required), EPDM gasket, wool pile, zinc alloy (white powder coated) handle on one
side of extreme panel along with zinc plated mild steel multi point locking having
transmission gear with keeps, zinc alloy (white powder coated) touch lock with
hook (if required for wire mesh panel), stainless steel (SS 304 grade) body with
adjustable double nylon rollers (weight bearing capacity to be 120 kg), G.I fasteners
100 x 8 mm size for fixing frame to finished wall and necessary stainless steel
screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all
corners, including drilling of holes for fixing hardware's and drainage of water etc.
After fixing frame the gap between frame and adjacent finished wall shall be filled
with weather proof silicon sealent over backer rod of required size and of
approved quality, all complete as per approved drawing & direction of Engineer-in-
Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid
separately). Variation in profile dimension in higher side shall be accepted but no
9.147E.1 Two track two panels sliding window made of (big series) frame 67 x 50 mm & sash
double glazing bead of appropriate dimension. (Area of window above 2.50 sqm
upto 4.00 sqm.)
sqm 7798.30
9.147E.2 Two track four panels sliding window made of (big series) frame 67 x 50 mm & sash
double glazing bead of appropriate dimension. (Area of window above 4.00 sqm
upto 8.00 sqm).
sqm 6783.70
9.147F Providing and fixing factory made uPVC white colour sliding glazed door comprising
of uPVC multi-chambered frame with in-built roller track and sash extruded profiles
duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from
roll forming process of required length (shape & size according to uPVC profile),
appropriate dimension uPVC extruded glazing beads, uPVC extruded interlock and
uPVC extruded Inline sash adaptor (if required), EPDM gasket, wool pile, zinc alloy
(white powder coated) handle with key on one side of extreme panels along with
zinc plated mild steel multi point locking having transmission gear with keeps, zinc
alloy (white powder coated) cresent lock (if required), stainless steel (SS 304 grade)
body with adjustable double nylon rollers (weight bearing capacity to be 120 kg),
G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary
stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion
welded at all corners, including drilling of holes for fixing hardware's and drainage
of water etc. After fixing frame the gap between frame and adjacent finished wall
shall be filled with weather proof silicon sealent over backer rod of required size
and of approved quality, all complete as per approved drawing & direction of
Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall
be paid separately). Variation in profile dimension in higher side shall be accepted
but no extra payment on this account shall be made.
9.147F.1 Two track two panels sliding door made of (big series) frame 67 x 50 mm & sash 46
x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto
5.00 sqm)
sqm 6882.40
9.147F.2 Two track four panels sliding door made of (big series) frame 67 x 50 mm & sash 46
x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead /
double glazing bead of appropriate dimension. (Area of door above 8.00 sqm upto
10.00 sqm).
sqm 6140.90
9.147F.3 Three track three panels sliding door made of (big series) frame 116 x 45 mm &
sash 46 x 82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing
bead/ double glazing bead of appropriate dimension. (Area of door above 5.00
sqm)
sqm 6940.45
9.147F.4 Three track three panels sliding door with fly proof S.S wire mesh (Two nos. glazed
& one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x
82 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double
glazing bead of appropriate dimension. (Area of door above 2.00 sqm upto 5.00
sqm)
sqm 8766.85
9.148 Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top
hung uPVC windows, of approved quality, with necessary stainless steel screws etc.
as per direction of Engineer-in-charge.
9.148.1 200 x 19 x 1.9 mm each 311.80
9.148.2 250 x 19 x 1.9 mm each 345.25
9.148.3 300 x 19 x 1.9 mm each 376.00
9.148.4 350 x 19 x 1.9 mm each 511.15
9.148.5 400 x 19 x 1.9 mm each 516.50
9.149 Providing and fixing casement handle made of zinc alloyed (white powder coated)
for uPVC casement window with necessary screws etc. complete. each 188.55
9.150 Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding
window with necessary screws etc. complete. each 167.15
9.151 Providing and fixing steel roller for uPVC sliding window with necessary screws etc.
complete. each 94.90
9.152 Providing and fixing steel roller for uPVC sliding door with necessary screws etc.
complete. each 155.10
9.153 Providing and fixing steel (white power coated) crescent lock for uPVC sliding
window/ door with necessary screws etc. complete. each 161.80
9.154 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6
mm hollow MS tube, placed along the walls, ceiling and floor in a grid pattern with
spacing @ 60 cm centre to centre both ways (vertically & horizontally) or at
required spacing near opening, with necessary welding at junctions and fixing the
frame to wall/ ceiling/ floors with steel dash fasteners of 8 mm dia, 75 mm long
bolt, including making provision for opening for doors, windows, electrical conduits,
switch boards etc., including providing with two coats of approved steel primer etc.
complete, all as per direction of Engineer-in-charge.
kg 133.35
9.155 Providing and fixing panelling or paneling and glazing in panelled or panelled and
glazed shutters for doors, windows and clerestory windows ( area of opening for
panel inserts excluding portion inside grooves or rebated to be measured).
Panelling for panelled and glazed shutters 25mm to 40mm thick: Pre-laminated
with decorative lamination on both side exterior Grade - I MDF Board 12 mm thick
confirming to IS:14587
sqm 1693.30
9.156 Providing and fixing Pre -laminated medium density fibre board exterior grade
(Grade-I) IS:14587:1998 marked, to frame, backing or studding with screws etc.
complete ( Frames, backing or studding to be paid separately).
9.156.1 Pre-laminated with decorative lamination on both side exterior Grade - I MDF
Board 12 mm thick confirming to IS:14587 sqm 921.35
9.156.2 Pre-laminated with decorative lamination on both side exterior Grade - I MDF
Board 18 mm thick confirming to IS:14587 sqm 1120.55
9.157 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998
marked, with one side decorative lamination other side balancing lamination
Grade-I(exterior grade) in shelves with screws and fittings wherever required, edges
to be sealed with PVC edge bending tape 2.00 mm thick of approved brand (fittings
to be paid separately).
9.157.1 Pre-laminated with decorative lamination one side and other side balancing
lamination exterior Grade - I MDF Board 18 mm thick confirming to IS:14587
sqm 1260.70
9.157.2 Pre-laminated with decorative lamination one side and other side balancing
lamination exterior Grade - I MDF Board 25 mm thick confirming to IS:14587
sqm 1679.45
9.158 Providing and fixing in wall lining medium density fibre board IS: 14587:1998
marked, Pre-laminated one side decorative lamination and other side balancing
lamination, with necessary fixing arrangement and screws etc. complete.
9.158.1 12 mm thick. sqm 1065.15

9.158.2 18 mm thick. sqm 1275.60
9.158.3 25 mm thick. sqm 1709.75
9.159 Providing and fixing 25mm thick pre-laminated medium density fibre board exterior
grade ( Grade-I) IS:14587:1998 marked with one side decorative and other side
balancing lamination for cupboard shutters edges to be sealed with PVC edge
bending tape 2.00 mm thick of approved brand including ISI marked nickel plated
bright finishing M.S. piano hinges conforming to IS:3818 marked with necessary
screw etc all complete.
sqm 1890.90
9.160 Providing and fixing skirting with Pre-laminated medium density fibre board
exterior grade (Grade-I) conforming to IS: 14587:1998 marked, with (one side
decorative and other side balancing lamination and edges to be sealed with PVC
edge bending tape 2.00 mm thick of approved brand with necessary fixing
arrangements and screws, including drilling necessary holes for rawl plugs etc. all
complete.
9.160.1 18 mm thick. sqm 1834.45

9.160.2 25 mm thick. sqm 2268.60
9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal
side & 35 x 60 mm on vertical sides having built in rebate made out of 1.6 mm thick
GI sheet ( Zinc coating not less than 120gm/ m²) suitable for mounting 120 min Fire
Rated Glazed Door Shutters. The frame shall be filled with Mineral wool Insulation
having density min 96Kg/m³ . The frame will have a provision of G.I. Anchor fastners
14 nos ( 5 each on vertical style & 4 on horizontal style of size M10 x 80 ) suitable
for fixing in the opening along with Factory made Template for SS Ball Bearing
Hinges of Size 100x89x3mm for fixing of fire rated glazed shutter . The frame shall
be finished with a approved fire resistant primer or Powder coating of not less than
30 micron in desired shade as per the directions of Engineer - in- charge . (Cost of
SS ball bearing hinges is excluded).
metre 1791.05
9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire
Rating confirming to IS:3614 (Part II) or EN1634-1:1999, tested and certified as per
laboratory approved by Engineer-in-charge, with suitable mounting on door frame,
consisting of vertical styles, top rail & side rail 60 mm x 60 mm wide and bottom
rail of 110 mm x 60 mm made out of 1.6mm thick G.I. sheet (zinc coating not less
than 120gm/m²) duly filled mineral wool insulation having density min 96 kg/ m³
and fixing with necessary stainless steel ball bearing hinges of size 100x89x3mm of
approved make, including applying a coat of approved fire resistant primer or
powder coating not less than 30 micron etc all complete as per direction of
Engineer-in-charge (panelling to be paid for seperately).
sqm 9736.05
9.163 Providing and fixing non load bearing fixed frame for fire resistant glazed Partition
for 120 minutes Fire Rating, made out to a profile of dimension 60mm x 70 mm of
1.6 mm thick galvanised steel sheet as per test evidence suitable for fixing fire rated
glass for 120 minutes of both integrity & radiation control (EW120) & minimum 20
minutes of insulation (EI20).The profile has to be fixed to the supporting
construction by means of anchor fasteners of size M10 x 80, every 150 mm from
the edges and every 500 mm (approx) c/c. Linear measurement of frame shall be
measured for payment. The frame shall be filled with mineral wool insulation of
density min 96kg/ m³. and finished with a approved fire resistant primer or Powder
coating of not less than 30 micron in desired shade as per NBC 2016, IS 16231 (Part
3):2016 and directions of Engineer - in- charge.
metre 1791.05
9.164 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions
etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less
than 120 gm/m²) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at
distance 75 mm from the edges and 150 mm c/c , including applying a coat of
approved fire resistant primer/ powder coating of not less than 30 micron on G.I.
beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per
NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with
glass of required thickness having 120 minutes of fire resistance both integrity &
radiation control (EW120) and minimum 20 minutes of insulation (EI20). The
manufacturer have to give test report/certification of fire glass and the glass should
have the stamp showing the value of E, EW & EI. The glass shall be tested in
approved NABL accredited lab or by any other accreditation body which operates in
accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing
and calibration scopes shall be eligible. The maximum glazing size shall not be more
than 1100x2200 mm (w x h) or 2.42 sqm.
sqm 39995.80
9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved
quality & make with necessary screws etc all complete.
9.165.1 125 mm each 100.45
9.165.2 100mm each 75.70
9.165.3 75 mm each 48.95
9.166 Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood
particle board as per IS : 15786:2008 of approved brand and shade with suitable full
threaded steel screws etc. in partitions, boxes, shelves, racks and cupboard, kitchen
cabinet under kitchen counter etc. all complete as per direction of Engineer-in-
charge (Note: Fittings to be paid separately).
9.166.1 18 mm thick sqm 1215.75

9.167 Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood
particle board as per IS : 15786:2008 of approved brand and shade with suitable full
threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen
cabinet under kitchen counter etc. all complete as per direction of Engineer-in-
charge.
sqm 902.55
9.168 Providing and fixing cupboard shutter with 19mm thick one side decorative and
other side balancing lamination factory pressed BWP grade marine ply as per IS 710
of approved brand including 2mm thick PVC edge banding tape with hot glue by
edge bending machine etc. with auto closing spring loaded hinges (hydraulic type)
etc. complete as per direction of Engineer-in-charge.(Payment of providing and
fixing auto closing hinges shall be paid separately)
sqm 2563.75
9.169 Providing and fixing 19mm thick both side balancing lamination factory pressed
BWP grade marine ply as per IS 710 of approved brand
boxes,shelves,racks,almirah,cupboard and drawer etc. including necessary
nails,screws etc. complete as per direction of Engineer-in- charge.
sqm 2339.60
9.170 Providing and fixing stainless steel fancy handle of approved make fixed with SS
screws etc. complete as per direction of Engineer-in-charge.
9.170.1 200 mm each 153.15
9.171 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges
(hydraulic type) of approved make/brand to cupboard shutters with full threaded
steel screws including making necessary recess in board and finished etc. complete
each 226.75
9.172 Providing and fixing stainless steel soft closing heavy type telescopic drawer
channels of approved make 500 mm long with screws etc. complete as per
directions of Engineer- in-charge.
one set 749.70
9.173 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket
and accessories such as right angle basket (Plain Cup & Saucer, plant, Partition,
Bottle rack, Thali, Cutlery) kitchen utensil basket, Dinner set basket, kitchen grain
basket, Multipurpose basket as per site requirement including finishing (wherever
required) and fittings. The same shall be fixed with necessary stainless steel nuts &
bolts, Stainless Steel screws & telescopic channel etc. as per direction of Engineer-
in- charge. (For payment purpose only weight of Stainless steel basket shall be
considered excluding weight of all fixing accessories such as nuts, bolts, fasteners
telescopic basket channels etc. Payment of providing and fixing telescopic channel
shall be paid separately)
kg 423.70
9.174 Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of
approved quality for cupboard/wardrobe shutters including necessary synthetic
resin hot pressed to edges on binding machine etc. complete as per directions of
Engineer- in-charge.
metre 38.45
10 STEEL WORK
10.1 Structural steel work in single section, fixed with or without connecting plate,
including cutting, hoisting, fixing in position and applying a priming coat of
approved steel primer all complete.
kg 93.05
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and
framed work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
kg 78.20
10.2A Structural steel work riveted, bolted or welded in built up sections, trusses and
framed work, including cutting, hoisting, fixing in position and applying a priming
coat of approved steel primer all complete.
kg 78.20
10.3 Providing and fixing in position collapsible steel shutters with vertical channels
20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and
bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with
bolts, nuts, locking arrangement, stoppers, handles, including applying a priming
coat of approved steel primer.
sqm 9397.35
10.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal
braces of 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions and
corners, 25 mm dia pulley, 40x40x6 mm angle and T- iron guide at the top and
bottom respectively, including applying a priming coat of approved steel primer
sqm 5374.35
10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle
iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings
complete, including applying a priming coat of approved steel primer.
10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 4781.15
10.5.2 Using flats 30x6mm for diagonal braces and central cross piece sqm 4615.15
10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S.
laths, interlocked together through their entire length and jointed together at the
end by end locks, mounted on specially designed pipe shaft with brackets, side
guides and arrangements for inside and outside locking with push and pull
operation complete, including the cost of providing and fixing necessary 27.5 cm
long wire springs manufactured from high tensile steel wire of adequate strength
conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling
shutters.
10.6.1 80x1.25 mm M.S. laths with 1.25 mm thick top cover sqm 3008.80
10.7 Providing and fixing ball bearing for rolling shutters. each 424.20
10.8 Extra for providing mechanical device chain and crank operation for operating
rolling shutters.
10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area sqm 1108.70
10.8.2 Exceeding 16.80 sqm in area sqm 1108.70
10.9 Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar
instead of laths as per design approved by Engineer-in- charge, (area of grill to be
measured).
sqm 668.95
10.10 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing
of float glass panes with glazing clips and special metal- sash putty of approved
make, or metal beading with screws, (only steel windows, glass panes cut to size
and glazing clips or metal beading with screws, shall be supplied by department
free of cost.
10.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10
cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size)
kg 69.35
10.10.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be
paid for separately) kg 34.40
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and
ventilators, side /top /centre hung, with beading and all members such as F7D,F4B,
K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and
flash butt welded and sash bars tenoned and riveted, including providing and fixing
of hinges, pivots, including priming coat of approved steel primer, but excluding the
cost of other fittings, complete all as per approved design, (sectional weight of only
steel members shall be measured for payment).
nominal size)
kg 175.65
10.12 Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type),
approved shape and section with screws instead of glazing clips and metal sash
putty, in steel doors, windows, ventilators and composite units.
metre 45.95
10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel
Tee-sections, joints mitred and welded, including fixing of necessary butt hinges
and screws and applying a priming coat of approved steel primer.
nominal size).
kg 114.65
10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness, including
hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of
section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly
fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm
thick with mortar guards, lock strike-plate and shock absorbers as specified and
applying a coat of approved steel primer after pre-treatment of the surface as
directed by Engineer-in-charge:
10.14.1 Profile B
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb metre 444.50
10.14.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be
paid for separately) metre 433.15
10.14.2 Profile C
10.14.3 Profile E
10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and
cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet,
joints mitred, welded and grinded finish, with profiles of required size, including
fixing of necessary butt hinges and screws and applying a priming coat of approved
steel primer.
nominal size)
kg 146.55
10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.)
trusses etc., including cutting, hoisting, fixing in position and applying a priming coat
of approved steel primer, including welding and bolted with special shaped washers
etc. complete.
10.16.1 Hot finished welded type tubes kg 154.90

10.16.1A Hot finished welded type tubes kg 154.90
10.16.2 Hot finished seamless type tubes kg 168.95
10.16.3 Electric resistance or induction butt welded tubes kg 140.85
10.17 Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape
with hooked ends in R.C.C. slabs or beams during laying, including painting the
exposed portion of loop, all as per standard design complete.
each 185.95
10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan
clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet
with its top surface hacked for proper bonding, top lid shall be screwed into the
cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at
the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per
standard drawing.
each 185.20
10.19 Providing and fixing mild steel round holding down bolts with nuts and washer
plates complete. kg 88.50
10.20 Providing and fixing bolts including nuts and washers complete. kg 140.15
10.21 Providing and fixing M.S. rivets of sizes in position. kg 237.85
10.22 Welding by gas or electric plant including transportation of plant at site etc.
complete. cm 3.40
10.25 Steel work welded in built up sections/ framed work, including cutting, hoisting,
fixing in position and applying a priming coat of approved steel primer using
structural steel etc. as required.
10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate
wherever required, all complete kg 102.25
10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
kg 142.30
10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder
railing, balcony railing, staircase railing and similar works, including applying
priming coat of approved steel primer.
10.26.1 M.S. tube kg 157.15
10.26.2 E.R.W. tubes kg 150.40
10.26.3 G.I. pipes kg 180.20
10.27 Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash
fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2),
counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve,
including drilling of hole in frame , concrete/ masonry, etc. as per direction of
Engineer-in-charge.
10.27.1 10 x 60 mm each 111.70

10.27.2 10 x 80 mm each 117.30
10.27.3 10 x 120 mm each 144.60
10.27.4 10 x 140 mm each 156.35
10.27.5 10 x 160 mm each 191.95
10.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes,
channels, plates etc., including welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with necessary stainless steel
nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless
steel dash fasteners , stainless steel bolts etc., of required size, on the top of the
floor or the side of waist slab with suitable arrangement as per approval of
Engineer-in- charge, (for payment purpose only weight of stainless steel members
shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
kg 612.25
10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors
with M.S. Flat 15x3 mm and nuts & bolts complete.
10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both
sides sqm 732.20
10.29.2 Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on
both sides sqm 971.55
10.30 Providing & fixing glass panes with putty and glazing clips in steel doors, windows,
clerestory windows, all complete with :
10.30.1 4.0 mm thick glass panes sqm 940.30
10.30.2 5.5 mm thick glass panes sqm 1243.50
10.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild
steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron
35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with
dash fastener, including fixing of necessary butt hinges and screws and applying a
priming coat of approved steel primer, all complete as per the direction of
Engineer-In-charge.
kg 103.70
11 FLOORING
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm
cement mortar, including filling the joints with same mortar, with common burnt
clay non modular bricks:
11.1.1 1:4 (1 cement : 4 coarse sand) sqm 937.00
11.1.2 1:6 (1cement : 6 coarse sand) sqm 898.20
11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on
a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with
common burnt clay non modular bricks.
sqm 733.30
11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate) finished with a floating coat of neat cement, including cement slurry, but
excluding the cost of nosing of steps etc. complete.
11.3.1 40 mm thick with 20 mm nominal size stone aggregate sqm 545.00
11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer
40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener
consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm
nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement
or as per manufacturer's specifications. This includes cost of cement slurry, but
sqm 855.90
11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer
50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20mm nominal size) and top layer 12mm thick cement hardener
consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm
nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement
or as per manufacture’s specifications. This includes cost of cement slurry, but
sqm 928.65
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3
coarse sand), finished with a floating coat of neat cement.
11.6.1 18 mm thick sqm 570.75
11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size), including finishing complete. cum 7958.65
11.8 Extra for making chequers of approved pattern on cement concrete floors, steps,
landing, pavements etc. sqm 69.30
11.9 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under
layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black,
chocolate, grey, yellow or green marble chips of sizes from 1 mm to 4 mm nominal
size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight
in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume,
including cement slurry etc. complete :
11.9.1 Dark shade pigment with ordinary cement sqm 917.50

11.9.2 Light shade pigment with white cement sqm 947.30
11.9.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 929.00
11.9.4 White cement without any pigment sqm 925.75
11.9.5 Light shade pigment with ordinary cement sqm 913.70
11.9.6 Ordinary cement without any pigment sqm 889.85
11.10 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under
aggregate 12.5 mm nominal size) and top layer 9 mm thick with white, black,
chocolate, grey, yellow or green marble chips of sizes from 4 mm to 7 mm nominal
in proportion of 4:7 (4 cement marble powder : 7 marble chips) by volume,
including cement slurry etc. complete.
11.10.1 Dark shade pigment with Ordinary cement sqm 946.90

11.11 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under
aggregate 12.5 mm nominal size) and top layer 12 mm thick with white, black,
chocolate, grey yellow or green marble chips of sizes from 7 mm to 10 mm nominal
in proportion of 2:3 (2 cement marble powder mix : 3 marble chips) by volume,
including cement slurry etc. complete :
11.11.1 Dark shade pigment with ordinary cement sqm 979.90

11.12 Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish,
top layer 6 mm thick with white, black, chocolate, grey, yellow or green marble
chips of sizes from smallest to 4 mm nominal size, laid in cement marble powder
mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement
marble powder mix : 7 marble chips) by volume :
11.12.1 18 mm thick with under layer 12 mm thick in cement plaster 1:3 (1 cement : 3
coarse sand) :
11.12.1.1 Dark shade pigment with ordinary cement sqm 1563.70
11.12.1.2 Light shade pigment with white cement sqm 1593.50
11.12.1.3 Medium shade pigment with 50% white cement and 50% ordinary cement sqm 1575.20
11.12.1.4 White cement without any pigment sqm 1569.65
11.12.1.5 Light shade pigment with ordinary cement sqm 1559.90
11.12.1.6 Ordinary cement without any pigment sqm 1536.05
11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
11.13.1 40 mm wide and 4 mm thick metre 79.50

11.14 Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width,
including cost of forming, nosing etc. sqm 80.45
11.15 Crazy marble stone flooring, including filling the gaps with light shade pigment with
white cement marble powder mixture (3 parts of white cement : 1 part of marble
powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 white,
black or white and black marble chips of sizes from 1 mm to 4 mm nominal size by
volume), with under layer 25 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 12.5 mm nominal size), including rubbing, polishing
and cement slurry etc. complete :
11.15.1 18 mm thick crazy marble stone white, black or as specified sqm 1461.65
11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid
in floors, and landings, jointed with neat cement slurry mixed with pigment to
match the shade of the tiles, including rubbing and polishing complete, on 20 mm
thick bed of cement mortar 1:4 (1 cement:4 coarse sand) :
11.16.1 Light shade pigment using white cement sqm 1309.90

11.16.2 Medium shade pigment using 50% white cement and 50% ordinary cement sqm 1259.95
11.16.3 Dark shade pigment using ordinary cement sqm 1218.65
11.17 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width.
sqm 102.10
11.18 Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in
skirting and risers of steps not exceeding 30 cm in height, on 12 mm thick cement
plaster 1:3 (1 cement : 3 coarse sand), jointed with neat cement slurry mixed with
pigment to match the shade of the tiles, including rubbing and polishing complete
with tiles of :

11.18.2 Medium shades pigment using 50% white cement and 50% ordinary cement sqm 1968.45
11.19 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in
floors, jointed with neat cement slurry mixed with pigment to match the shade of
the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement
mortar 1:4 (1 cement :4 coarse sand) :

11.19.2 Medium shade pigment using 50% white cement, 50% ordinary cement sqm 1312.10
11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard,
jointed with neat cement slurry mixed with pigment to match the shade of tiles,
including rubbing and cleaning etc. complete, on 20 mm thick bed of cement
mortar 1:4 (1 cement: 4 coarse sand).

11.20.2 Medium shade pigment using 50% white cement 50% Grey cement sqm 1160.00
11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make
and colour using acid and/or alkali resisting mortar bedding, and joints filled with
acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of
Engineer-in- Charge.
11.21.1 In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
11.21.1.1 Acid and alkali resistant tile sqm 1515.45

11.21.2 In dado/skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand)
11.21.2.1 Acid and alkali resistant tile sqm 1637.70

11.22 Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed
of cement mortar 1:3 (1 cement :3 coarse sand) and jointed with grey cement slurry
@ 3.3 kg/sqm, including pointing in white cement mixed with pigment of matching
shade complete.
11.22.1 Marble tiles (polished) Raj Nagar

11.22.1.1 8 mm thick sqm 1298.80
11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble
approved by Engineer-in-charge, over 20 mm (average) thick base of cement
mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with grey cement slurry,
including rubbing and polishing complete with :
11.23.1 Makrana white second quality sqm 3377.45

11.23.2 Raj Nagar plain sqm 1992.70
11.23.3 Agaria White sqm 2608.15
11.23.4 Black Zebra sqm 2685.05
11.23.5 Udaipur green marble sqm 2100.40
11.23.6 Pink plain marble sqm 2200.40
11.24 Extra for pre finished nosing to treads of steps of marble stone. metre 593.30
11.25 Extra for marble stone flooring in treads of steps and risers using single length up to
2.00 metre. sqm 701.50
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with
grey cement slurry mixed with pigment to match the shade of the slab, including
rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4
coarse sand) :
11.26.1 25 mm thick sqm 1706.60

11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12
mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with
grey cement slurry mixed with pigment to match the shade of the slabs, including
rubbing and polishing complete.
sqm 2038.55
11.28 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement
mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.
11.29 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement
mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1
cement : 2 stone dust) with an admixture of pigment to match the shade of stone.

11.30 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement
mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with
cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the
shade of stone and pointing with same mortar.

11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
metre 157.35
11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single length up
to 1.05 metre. sqm 36.35
11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron
screws complete with :
11.33.2 Second class deodar wood sqm 2800.10
11.34 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick
leveling layer of cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 10 mm nominal size) to be paid separately, coated with a thin layer of
hot bitumen penetration 80/25 (blown type) @ 2.45 kg per sqm, including fixing
blocks in position after dipping in hot bitumen (blown type) up to half depth,
planed, levelled smooth and finished complete.
sqm 10543.40
11.35 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat
10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be
provided), including necessary welding and applying a priming coat of approved
primer on exposed surface etc. complete.
kg 142.85
11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved
make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick
cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @
3.3 kg/sqm including pointing the joints with white cement and matching pigment
etc., complete.
sqm 935.60
11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622
(thickness to be specified by the manufacturer ) of approved make in all colours,
shades except burgundy, bottle green, black of any size as approved by Engineer-in-
Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar
1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm
including pointing in white cement mixed with pigment of matching shade
complete.
sqm 938.50
11.38 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be
specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved
make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20
mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sq.m including pointing the joints with white cement and
matching pigments etc., complete.
sqm 1107.05
11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or
more (thickness to be specified by the manufacturer), of 1st quality conforming to
IS : 15622, of approved make, in colours White, Ivory, Grey, Fume Red Brown, laid
on 20 mm thick cement mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and
matching pigments etc., complete.
sqm 1142.80
11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or
more (thickness to be specified by the manufacturer), of 1st quality conforming to
IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey,
Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse
sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints
with white cement and matching pigments etc., complete.
sqm 1225.10
11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified
by the manufacturer) with water absorption less than 0.08% and conforming to IS:
15622, of approved make, in all colours and shades, laid on 20mm thick cement
mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/
sqm including grouting the joints with white cement and matching pigments etc.,
complete.
11.41.1 Size of Tile 500x500 mm sqm 1334.35

11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified
by the manufacturer) with water absorption less than 0.08% and conforming to
IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20
mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement
slurry @3.3 kg/sqm including grouting the joints with white cement and matching
pigments etc. The tiles must be cut with the zero chipping diamond cutter only .
Laying of tiles will be done with the notch trowel, plier, wedge, clips of required
thickness, leveling system and rubber mallet for placing the tiles gently and easily.
11.41A.1 Double charge vitrified tile polished finish of size

11.41A.1.1 Size of Tile 600 x 600 mm sqm 1286.60
11.41A.2 Glazed vitrified floor tiles polished finish of size
11.41A.3 Glazed Vitrified tiles Matt/Antiskid finish of size
11.42 Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand)
bedding in laying of floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm.
sqm 735.30
11.43 Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer
modified quick-set tile adhesive (Water based) conforming to IS: 15477, in average
3mm thickness.
sqm 633.60
11.44 Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1
cement: 4 coarse sand), with joints not exceeding 5 mm, including filling the gaps
with ordinary cement mixture & mixing with synthetic polyester fibre, triangular in
shape having specific gravity of 1.34 to 1.40, cross section size ranging from 10 to
40 micron & length upto 6 mm , mixing fibre @ 125 grams per 50 kg of cement in
cement mortar, including providing and mixing water proofing material in mortar @
1 kg per 50 kg of cement, all complete as per direction of Engineer-in-charge.
sqm 815.45
11.45 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm
thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and
base course and filling with 150 mm thick jamuna sand, including spreading, well
ramming, consolidating and finishing smooth etc. all complete as per direction of
Engineer-in-charge.
sqm 1613.00
11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by
manufacturer), with water absorption less than 0.08 % and conforming to I.S.
15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12
mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey
cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement &
matching pigments etc. complete.

11.46A Providing and fixing glazed screen printed border tile 75mm wide having thickness
5mm, of approved quality & make, in all shades, design and prints, in dado, over
12mm thick bed of cement mortar 1:3 (1 Cement : 3 Coarse sand) and jointing with
grey cement slurry @ 3.3 kg/sqm including pointing with white cement mixed with
pigment of matching shade, all complete as approved by Engineer - in - Charge
metre 169.40
11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the
manufacturer), with water absorption less than 0.08% and conforming to IS: 15622,
of approved brand & manufacturer, in all colours and shade, in skirting, riser of
steps, laid with cement based high polymer modified quick set tile adhesive (water
based) conforming to IS: 15477, in average 6 mm thickness, including grouting of
joints (Payment for grouting of joints to be made separately).

11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout
mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and
0.20 kg of resin per kg), including filling / grouting and finishing complete as per

11.49 Providing and laying Vitrified tiles in floor with different sizes (thickness to be
specified by the manufacturer), with water absorption less than 0.08% and
conforming to IS:15622, of approved brand & manufacturer, in all colours and
shade, laid with cement based high polymer modified quick set tile adhesive (water
based) conforming to IS : 15477, in average 6 mm thickness, including grouting of
joints (Payment for grouting of joints to be made separately).

11.50 Deduct for not grouting the joints with white cement and matching pigment in the
items of fixing of vitrified tiles. sqm 11.70
11.51 Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid
in required pattern in linear portion of the building all complete as per architectural
drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement
slurry @ 4.4 kg/sqm including pointing with white cement slurry admixed with
pigment to match the marble shade including rubbing, curing and polishing etc. all
complete as specified and as directed by the Engineer-in-Charge.
11.51.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark
11.52 Providing and laying machine cut, mirror polished Marble stone flooring, in
required design (Simple geometrical, abstract etc.) and in patterns in combination
with Italian marble stones of different colours, shades and finished surface texture
etc., in linear portions of the building, all complete as per the architectural
drawings, with 18 mm thick stone slab laid over 20 mm (average) thick base of
cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with white cement
slurry @ 4.4 kg/sqm, including pointing with white cement slurry admixed with
pigment to match the marble shade, including rubbing, curing and polishing etc. all
complete as specified and as directed by the Engineer-in-Charge.
11.52.1 18 mm thick Italian Marble stone slab, Perlato, Rosso verona, Fire Red or Dark
11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm
x 20 mm x 4 mm in all colour, design , fixing in customize design as per direction of
Engineer-in- Charge. The glass mosaic tiles to be fixed on the wall surface with the
help of approved adhesive applied at the rate of 2.5 kg per sqm and grouting of the
same. The rate is inclusive of all operation, material and required pattern approved
by Engineer-in-Charge:
sqm 3282.50
11.54 Providing and fixing removable raised/false access flooring with system and its
components of approved make for different plenum height with possible height
adjustment upto 50 mm, comprising of modular load bearing floor panels
supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all
complete, as per the architectural drawings, as specified and as directed by
Engineer-in-charge consisting of: (a) Providing at required spacing to form
modular framework, pedestals made out of GI tube of thickness minimum 2 mm
and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x
100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size
75mmx75mmx3.5 mm welded with GI fully threaded stud 16mm outer diameter
with two GI Check nuts screwed on the stud for level adjustment upto 50mm,
locking and stabilizing the pedestal head in position at the required level. The
pedestals shall be fixed to the subfloor (base) through base plate using epoxy based
adhesive of approved make or the machine screw with rawl plug. (b) Stringers
system in all steel construction hot dipped galvanized of rectangular size
570x20x30x0.80mm thick having holes at both ends for securing the stringers on to
the pedestal head using fully threaded screws ensuring maximum lateral stability in
all directions, the grid formed by the pedestal and stringer assembly shall receive
the floor panel, this system shall provide adequate solid, rigid support for access
floor panel, the system shall provide a minimum clear uninterrupted clearance
11.54.1 between the bottom
300 mm Finished ofHeight
Floor the floor for electrical conduits and wiring etc. all complete
(FFH) sqm 5094.10
11.54.2 450 mm Finished Floor Height (FFH). sqm 5407.15
11.55 Providing and laying flamed finish Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as per
the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement
slurry and pointing with white cement slurry admixed with pigment of matching
shade including rubbing, curing and polishing etc. all complete as specified and as
directed by the Engineer-in-Charge :
11.55.1 Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or
equivalent. sqm 2589.90
11.56 Providing and laying Polished Granite stone flooring in required design and
patterns, in linear as well as curvilinear portions of the building all complete as per
the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick
base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement
slurry and pointing with white cement slurry admixed with pigment of matching
shade including rubbing, curing and polishing etc. all complete as specified and as
directed by the Engineer-in-Charge.
11.56.1 Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent sqm 3908.80
11.56.2 Polished Granite stone slab of all colour and texture except Black, Cherry/Ruby Red
sqm 2677.90
12 ROOFING
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with
polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.
limpet washers or with G.I. limpet washers filled with white lead, including a coat of
approved steel primer and two coats of approved paint on overlapping of sheets
complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the
cost of purlins, rafters and trusses and including cutting to size and shape wherever
required.
12.1.1 1.00 mm thick with zinc coating not less than 275 gm/m² sqm 1320.35
12.1.2 0.80 mm thick with zinc coating not less than 275 gm/m² sqm 1135.45
12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m² sqm 978.00
12.2 Extra for straight cutting in C.G.S. sheet roofing for making opening of area
exceeding 40 sq. decimeter for chimney stacks, sky light etc.:
12.2.1 1.00 mm thick metre 95.60
12.2.2 0.80 mm thick metre 76.50
12.2.3 0.63 mm thick metre 76.50
12.3 Extra for circular cutting in C.G.S. sheet roofing for making opening of area
exceeding 40 sq. decimeter:
12.3.1 1.00 mm thick metre 552.85
12.3.2 0.80 mm thick metre 441.60
12.3.3 0.63 mm thick metre 441.60
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with
polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen
washers complete.
12.4.1 0.80 mm thick with zinc coating not less than 275 gm/m² metre 822.15
12.5 Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated
J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete :
12.6 Providing and fixing of 40 cm overall width plain G.S. sheet fixed with polymer
coated J or L hooks, bolts and nuts, G.l. limpet and bitumen washer complete, bent
to shape and fixed in wall with cement mortar 1:3 (1 cement : 3 coarse sand).
12.7 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter
with iron brackets 40x3mm size, bolts, nuts and washers etc., including making
necessary connections with rain water pipes complete.
12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6
mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing
with polymer coated J, or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen
washers or with self drilling fastener and EPDM washers etc. complete (excluding
the cost of purlins, rafters and trusses), including cutting sheets to size and shape
wherever required.
sqm 462.10
12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic
fibres cement corrugated, semi corrugated 6 mm thick sheet roofing for making
openings of area exceeding 40 square decimeter for chimney stacks, skylights etc.
metre 76.50
12.10 Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic
fibres cement corrugated/ semi corrugated 6 mm thick sheet roofing for making
openings of area exceeding 40 square decimeter.
metre 211.25
12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section. metre 163.65
12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres
and/or inorganic synthetic fibres roofing with suitable fixing accessories or self
drilling fastener and EPDM washer etc. complete.
12.12.1 Corrugated serrated adjustable ridges metre 444.75
12.12.2 Plain wing adjustable ridges metre 444.75
12.12.3 Close fitting adjustable ridges metre 498.60
12.12.4 Unserrated adjustable hips metre 443.75
12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic
synthetic fibres roofing accessories in all colours with polymer coated J or L hooks,
bolts and nuts and or G.I. seam bolts and nuts, G.I. plain and bitumen washers or
with self drilling fastener and EPDM washer etc. complete:
12.13.1 Corrugated apron pieces metre 364.40

12.13.2 Eave's filler pieces metre 296.25
12.13.3 North light curves metre 493.55
12.13.4 Ventilator curves metre 535.95
12.13.5 Barge boards metre 631.20
12.13.6 Ridge finials pair 262.40
12.13.7 Special north light curves each 878.55
12.13.8 S type louvers metre 476.70
12.14 Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers
etc. for fixing G.S. sheets gutters with purlins. metre 77.00
12.15 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm
impregnated with a coat of coarse sand at 60 cudm per 10 sqm, including cleaning
the slab surface with brushes and finally with a piece of cloth lightly soaked in
kerosene oil complete :
12.15.1 With residual type petroleum bitumen of grade VG -10 sqm 133.15
12.16 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope
consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35
kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and
covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine
sand) mixed with 2% of integral water proofing compound by weight of cement and
finished neat:
12.16.1 With common burnt clay F.P.S.(non modular) brick tile of class designation 10
sqm 905.80
12.17 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope
consolidated and plastered with 25 mm thick mud mortar with bhusha @ 35 kg per
cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow-dung) and covered with
machine moulded tile bricks, grouted with cement mortar 1:3 ( 1 cement : 3 fine
sand) mixed with 2% of integral water proofing compound by weight of cement and
finished neat.
12.17.1 With machine moulded common burnt clay F.P.S. (non modular) brick tiles of class
designation 12.5, conforming to IS 2690 sqm 905.80
12.18 Extra for every additional 1 cm thickness of mud phaska. sqm 20.35
12.19 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3
(1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by
weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand)
and finished neat:
12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10
sqm 549.05
12.20 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal
thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4
coarse sand) mixed with 2% integral water proofing compound, laid over a bed of
20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) and finished neat
complete.
sqm 620.00
12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4
stone aggregate 10 mm and down gauge), including finishing with cement mortar
1:3 (1 cement : 3 fine sand) as per standard design :
12.21.1 In 75x75 mm deep chase metre 260.20
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement
concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm
nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement
plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the
edges and making and finishing the outlet complete.
each 266.60
12.23 Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1
cement : 4 coarse sand) over wooden karries or R.C.C. battens or structural steel
sections (Karries or battens or structural steel sections to be paid separately),
including pointing the ceiling joints with cement mortar 1:3 (1 cement : 3 fine sand )
complete :
12.23.1 Red sand stone slab

12.23.1.1 40 to 50 mm thick sqm 907.95
12.23.2 White sand stone slab
12.23.2.1 40 to 50 mm thick sqm 937.35
12.24 Providing and fixing insulating board ceiling of approved quality with necessary nails
etc. complete (frame work to be paid separately) :
12.24.1 Natural colour insulating board
12.24.1.1 12 mm thick sqm 774.15
12.24.2 White face insulating board
12.24.2.1 12 mm thick sqm 810.90
12.24.3 Flame retardant face insulating board
12.24.3.1 12 mm thick sqm 936.00
12.25 Providing and fixing flat pressed 3 layer medium density particle board or graded
particle board (Grade I) IS: 3087 marked, in ceiling with necessary nails etc.
complete (frame work to be paid separately):
12.25.1 12 mm thick sqm 888.20
12.26 Providing and fixing plain multipurpose cement board(Hight pressure steam cured)
with suitable screws for cement particle board in ceiling etc. complete (frame work
to be paid seperatately).
12.26.1 6 mm thick Cement fiber board as per IS: 14862 sqm 773.40
12.26.2 6 mm thick Cement bonded wood particle board as per IS:14276 sqm 751.30
12.27 Extra for Circular cutting including wastages in ceiling with:
12.27.1 2nd class teak wood planks 20 mm thick metre 635.00
12.27.2.1 12 mm thick metre 402.55
12.27.3 White face insulating board:
12.27.3.1 12 mm thick metre 407.15
12.27.4 Flame retardant face insulating board:
12.27.4.1 12 mm thick metre 422.70
12.27.5 Standard quality hard board sheet:
12.27.5.1 3 mm thick metre 388.70
12.27.5.2 4.5 mm thick metre 402.50
12.28 Extra for providing and fixing ceiling to curved surfaces in narrow widths sqm 373.00
12.31 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of
5 m above floor level, over first class kail wood strips 25x6 mm with 10 mm gap in
between and reinforced with rabbit wire mesh fixed to wooden frame (frame work
to be paid separately):
12.31.1 Flat surfaces sqm 1421.25

12.31.2 Curved surfaces sqm 1708.05
12.32 Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous)
ceiling. sqm 485.75
12.33 Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres
height from floor level. sqm per
metre
height 218.90
12.34 Providing fixing thermal insulation of ceiling (under deck insulation) with Resin
Bonded Fibre glass wool conforming to IS : 8183, density 24kg / m3, 50mm thick,
wrapped in 200 G Virgin Polythene bags, fixed to ceiling with metallic cleats
(50x50x3 mm) @ 60 cm and wire mesh of 12.5 mm x 24 gauge wire mesh, for top
most ceiling of building.
sqm 597.85
12.35 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool
conforming to IS: 8183. Density 16 kg/m³, 50 mm thick, wrapped in 200G Virgin
Polythene bags placed over existing false ceiling and held in position by criss-
crossing GI wire.
sqm 242.80
12.36 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable
adhesive to the false ceiling as per the directions of the Engineer-in-charge:
12.36.1 With Type N - Normal 50 mm thick sqm 276.85

12.36.2 With Type SE - Self Extinguishing type 50 mm thick sqm 306.30
12.37 Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement
mortar 1:4 (1 cement : 4 fine sand).
12.37.1 Stone ware spout each 142.10
12.38 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain
water pipes embedded in and including cement concrete blocks 10x10x10 cm of
1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
and cost of cutting holes and making good the walls etc. :
12.38.1 100 mm diameter each 308.45

12.39 Providing lead caulked joints to sand cast iron rain water pipes and fittings:
12.39.1 100 mm dia Pipe each 444.05
12.39.2 150 mm dia Pipe each 604.65
12.40 Providing, fixing and embedding sand cast iron accessories for rain water pipes in
the masonry surrounded with 12 mm thick cement mortar of the same mix, as that
of masonry (lead caulking will be paid for separately):
12.40.1 Sand cast iron plain shoes :
12.40.1.1 150 mm diameter each 431.10
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes
conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS :
5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
12.41.1 75 mm diameter metre 213.00

12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories
for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A,
including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for
thermal expansion.
12.42.1 Coupler
12.42.1.1 75 mm each 79.80
12.42.1.2 110 mm each 119.95
12.42.2 Single pushfit Coupler
12.42.2.1 75 mm each 79.80
12.42.2.2 110 mm each 110.60
12.42.3 Single tee with door
12.42.3.1 75x75x75 mm each 141.55
12.42.3.2 110x110x110 mm each 205.45
12.42.4 Single tee without door
12.42.4.1 75x75x75 mm each 124.20
12.42.4.2 110x110x110 mm each 190.75
12.42.5 Bend 87.5°
12.42.5.1 75 mm bend each 91.80
12.42.5.2 110 mm bend each 132.00
12.42.6 Shoe (Plain)
12.42.6.1 75 mm Shoe each 81.10
12.42.6.2 110 mm Shoe each 115.95
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to
unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs,
screwed with M.S. screws of required length, including cutting brick work and fixing
in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc.
complete.
12.43.1 75 mm each 310.85

12.43.2 110 mm each 309.50
12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm
diameter and weighing not less than 440 grams. each 47.90
12.45 Providing and fixing false ceiling at all height including providing and fixing of frame
work made of special sections, power pressed from M.S. sheets and galvanized with
zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of
angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm,
at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5
mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle
hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and
other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm
running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5
mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips
of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular
to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230
mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm
thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling
fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm
long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling
section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm
at 230 mm c/c, including jointing and finishing to a flush finish of tapered and
square edges of the board with recommended jointing compound , jointing tapes ,
finishing with jointing compound in 3 layers covering upto 150 mm on both sides of
12.45.1 joint
12.5 mmand thick
two tapered
coats ofedge
primer suitable
gypsum plainforboard
board, all as per
conforming to manufacturer's
IS: 2095- (Part
I) :2011 (Board with BIS certification marks) sqm 1145.95
12.45.2 12.5 mm thick tapered edge Glass Reinforced Gypsum (GRG) board conforming to
IS: 2095- (Part 3):1996 (Boards with BIS certification marks) sqm 1286.45
12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board sqm 1300.50
12.45.4 Fully Perforated Gypsum Plaster Board of size 1200 x 2400x12.5 mm having approx.
15 % perforated area with perforation size and pattern as approved by the
Engineer- in-charge and as per manufacturer's specification, with all 4 side tapered
and backed by acoustical tissue with NRC value not less than 0.60
sqm 1483.15
12.46 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering
Thermoplastic) grating square (Slit) 150 mm square with a height of 8 mm and
weighing not less than 100 gms.
each 72.00
12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any
pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I
plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses
etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating
minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi
and hot cured. They shall be of uniform pigmentation and thickness without air
pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or
translucent, clear or pigmented, textured or smooth as specified.
12.47.1 2 mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6" ) as specified
sqm 1179.25
12.47.2 2 mm thick flat sqm 1048.50
12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal
thickness and of approved size and as per approved pattern on steel frame work
complete (steel frame work to be paid separately).
sqm 346.65
12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm
thickness and of approved pattern on steel frame work complete (steel frame work
sqm 77.75
12.50 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch
of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated
thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel
grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat
15-18 microns. Sheet should have protective guard film of 25 microns minimum to
avoid scratches during transportation and should be supplied in single length upto
12 metre or as desired by Engineer- in-charge. The sheet shall be fixed using self
drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto
any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins,
rafters and trusses and including cutting to size and shape wherever required.
sqm 671.55
12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm
(+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in
240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and
polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
12.51.1 Ridges plain (500 - 600mm) metre 450.60

12.51.2 Flashings/ Aprons.( Upto 600 mm) metre 412.85
12.51.3 North light curves metre 465.25
12.51.4 Barge board (Upto 300 mm) metre 384.20
12.51.5 Crimp curve sqm 422.50
12.51.6 Gutter (600 mm over all girth) metre 1110.60
12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in
true horizontal level, suspended on inter locking metal grid of hot dipped
galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive)
consisting of main "T" runner with suitably spaced joints to get required length and
of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm
center to center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum)
sheet, 1200 mm long spaced between main "T" at 600 mm center to center to form
a grid of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25
mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the
1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3
mm and laying false ceiling tiles of approved texture in the grid including, required
cutting/making, opening for services like diffusers, grills, light fittings, fixtures,
smoke detectors etc. Main "T" runners to be suspended from ceiling using GI
slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50
mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level
clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T,
bottom exposed width of 24 mm of all T-sections shall be pre-painted with
polyester paint, all complete for all heights as per specifications, drawings and as
directed by Engineer-in-charge.
12.52.1 GI Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595
mm, and 0.5 mm thick with 8 mm drop; made of G I sheet having galvanizing of
100 gms/sqm (both sides inclusive) and electro statically polyester powder coated
of thickness 60 microns (minimum), including factory painted after bending.
sqm 1591.70
12.52.2 GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size
595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having
galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with
1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro
statically polyester powder coated of thickness 60 microns (minimum), including
factory painted after bending and perforation, and backed with a black Glass fiber
acoustical fleece.
sqm 1746.25
12.52.3 12.5 mm thick square edge PVC Laminated Gypsum Tile of size 595x595 mm, made
of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I
and laminated with white 0.16mm thick fire retardant PVC film on the face side and
12micron metalized polyester on the back side with all edges sealed with the face
side PVC film which goes around and wraps the edges and is bonded to the edges
and the back side metalized polyester film so as to make the tile a completely
sealed unit.
sqm 1948.95
12.52.4 12.5 mm thick fully Perforated Gypsum Board tile made from plasterboard having
glass fibre conforming to IS: 2095 part I, of size 595x595 mm, having perforation of
9.7x9.7 mm at 19.4 mm c/c with center borders of 48 mm and the side borders of
30 mm, backed with non woven tissue on the back side, having an NRC (Noise
Reduction Coefficient) of 0.79, with 50 mm resin bonded glass wool backing.
sqm 1247.50
12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight
calcium silicate false ceiling tiles of approved texture of size 595 x 595 mm in true
horizontal level, suspended on inter locking metal grid of hot dipped galvanised
steel sections (galvanising @ 120 grams per sqm including both side) consisting of
main ‘T’ runner suitably spaced at joints to get required length and of size 24x38
mm made from 0.33 mm thick (minimum) sheet, spaced 1200 mm centre to centre,
and cross “T” of size 24x28 mm made out of 0.33 mm (Minimum) sheet, 1200 mm
long spaced between main’T’ at 600 mm centre to centre to form a grid of
1200x600 mm and secondary cross ‘T’ of length 600 mm and size 24 x28 mm made
of 0.33 mm thick (Minimum) sheet to be inter locked at middle of the 1200x 600
mm panel to from grid of size 600x600 mm, resting on periphery walls /partitions
on a Perimeter wall angle pre-coated steel of size(24x24X3000 mm made of 0.40
mm thick (minimum) sheet with the help of rawl plugs at 450 mm centre to centre
with 25 mm long dry wall screws @ 230 mm interval and laying 15 mm thick
densified edges calicum silicate ceiling tiles of approved texture in the grid,
including, cutting/ making opening for services like diffusers, grills, light fittings,
fixtures, smoke detectors etc., wherever required. Main ‘T’ runners to be
suspended from ceiling using G.I. slotted cleats of size 25x35x1.6 mm fixed to
ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm G.I. adjustable rods
with galvanised steel level clips of size 85 x 30 x 0.8 mm, spaced at 1200 mm centre sqm 1718.70
12.54 to centre along
Providing mainGl‘T’,Clip
and fixing bottom exposed
in Metal with
Ceiling 24 mm
System of of all Tsections
600x600 shall bewhich
mm module pre-
includes providing and fixing 'C' wall angle of size 20x30x20 mm made of 0.5 mm
thick pre painted steel along the perimeter of the room with help of nylon sleeves
and wooden screws at 300 mm center to centre, suspending the main C carrier of
size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit
cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip
and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee
having height of 24 mm and width of 34 mm made of Gl steel 0.45 mm thick is then
fixed to the main C carrier and in direction perpendicular to it at 600 mm centers
with help of suspension brackets. Wherever the main C carrier and spring T have to
join, C carrier and spring T connectors have to be used. All sections to be galvanized
@ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring T with :
12.54.1 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600
and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100
gms/ sqm (both sides inclusive) and electro statically polyester powder coated of
thickness 60 microns (minimum), including factory painted after bending.
sqm 1871.80
12.54.2 GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x600
and 0.5 mm thick with 25 mm height, made of G I sheet having galvanizing of 100
gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes
and having NRC of 0.5, electro statically polyester powder coated of thickness 60
microns (minimum), including factory painted after bending and perforation.
sqm 1998.25
12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with
SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75
on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand
mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with
mix of white cement & marble powder in ratio of 1:1, including rubbing and
polishing of the surface upto 3 cuts complete, including providing skirting upto 150
mm height along the parapet walls in the same manner.
sqm 1444.90
12.56 Providing and laying roof insulation with 40 mm thick impervious sprayed, closed
cell free Rigid Polyurethane foam over deck insulation conforming to IS - 12432 Pt.
III (density of foam being 40-45 kg/ cum), over a coat of polyurethane primer
applied @ 6-8 sqm per litre, laying 400 G polythene sheet over PUF spray and
providing a wearing course of 40 mm thick cement screed 1:2:4 (1 cement : 2
coarse sand : 4 stone aggregate 20 mm nominal size) in chequered rough finish, in
panels of 2.5 m x 2.5 m and embedding with 24 G wire netting and sealing the joints
with polymerized mastic, all complete as per direction of Engineer-in-Charge.
sqm 1363.95
12.57 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool
conforming to IS: 8183 having density 24 kg/m3, 50 mm thick, wrapped in 200G
Virgin Polythene Bags fixed to wall with screw, rawel plug & washers and held in
position by criss crossing GI wire etc. complete as per directions of Engineer-in-
Charge.
sqm 307.35
12.58 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in
true horizontal level, suspended on interlocking metal grid of hot dipped galvanized
steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of
main "T" runner with suitably spaced joints to get required length and of size 24x38
mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to
center and cross "T" of size 24x25 mm made of 0.30 mm thick (minimum) sheet,
1200 mm long spaced between main "T" at 600 mm center to center to form a grid
of 1200x600 mm and secondary cross "T" of length 600 mm and size 24x25 mm
made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the
1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3
mm and laying false ceiling tiles of approved texture in the grid including, required
cutting/making, opening for services like diffusers, grills, light fittings, fixtures,
smoke detectors etc. Main "T" runners to be suspended from ceiling using GI
slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50
mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level
clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T,
bottom exposed width of 24 mm of all T-sections shall be pre-painted with
polyester paint, all complete for all heights as per specifications, drawings and as
directed by Engineer-in-charge.
12.58.1 8 mm thick fully perforated calcium silicate board made with Calcareous & Siliceous
materials reinforced with cellulose fiber manufactured through autoclaving process
to give stable crystalline structure with minimum compressive strength 225 kg/ sq.
cm, bending strength 100 kg/sq. cm , of size 595x595 mm, having perforation of
dia. 10 mm with minimum perforated area 18 % with non woven tissue on the back
side, having an NRC ( Noise Reduction Coefficient) of 0.85, with 50 mm thick
rockwool of 48 kg /cum backing.
sqm 1851.50
12.59 Providing & fixing false ceiling at all height including providing & fixing of
framework made of special section, power pressed from M.S. sheets and galvanised
with zinc coating of 120 gms/ sqm (both side inclusive) as per IS : 277 and consisting
of angle cleat of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm, at
1200mm c/c, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm
long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25 x10
x0.50mm of required length with nuts & bolts of required size and other end of
angle hanger fixed with intermediate G.I chanels 45 x15 x 0.90mm running at the
spacing of 1200 mm c/c, to which the ceiling section 0.5mm thick bottom wedge of
80mm with tapered flanges of 26 mm each having lips of 10.5mm, at 450mm c/c,
shall be fixed in a direction perpendicular to G.I intermediate channel with
connecting clip made out of 2.64mm dia x 230mm long G.I wire at every junction,
including fixing perimeter channels 0.50mm thick 27mm high having flanges of
20mm and 30mm long, the perimeter of ceiling fixed to wall/ partitions with the
help of Rawl plugs at 450mm centre, with 25mm long dry wall screws @ 230mm
interval, including fixing of Calcium Silicate Board to ceiling section and perimeter
channels with the help of dry wall screws of size 3.5 x25mm at 230mm c/c,
including jointing & finishing to a flush finish of tapered and square edges of the
board with recommended jointing compounds, jointing tapes,finishing with jointing
compounds in three layers covering up to 150mm on both sides of joints and two
12.59.1 coats
8 mmofthick
primer suitable
Calcium for boards,
Silicate Board all as per
made manufacture's
with Calcareous specification and also
& Siliceous materials
reinforced with cellulose fiber manufactured through autoclaving process.
sqm 1330.40
12.60 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin
Bonded Rockwool conforming to IS: 8183,density 48 kg/ m3, 50 mm thick, wrapped
in 200 G Virgin Polythene bags fixed to ceiling with metallic cleats (50x50x3 mm) @
60 cm and wire mesh of 12.5mm x 24 gauge wire mesh, for top most ceiling of
building.
sqm 568.45
12.61 Providing and fixing thermal insulation with Resin bonded rock wool conforming to
IS: 8183, density 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags
placed over existing false ceilng and held in position by criss-crossing Gl wire.
sqm 272.25
12.62 Providing and fixing thermal insulation with Resin Bonded rock wool conforming to
IS: 8183, having density 48 kg/m3,50 mm thick,wrapped in 200 G Virgin Polythene
Bags fixed to wall with screw, rawel plug & washers and held and in position by criss
cossing GI wire etc. complete as per directions of Engineer- in- Charge.
sqm 277.90
12.63 Providing and applying two coats of High Albedo paint having minimum Solar
Reflective Index (SRI) 108 (with solar reflectance & thermal emittance tested as per
ASTM) C 1549 and ASTM C 1371 respectively), VOC less than 10 cc/gm. The coating
thickness and the methodology of application shall strctly as per manufacturer's
specifications and as approved by Engineer-in-Charge. Surface preparation includes
cleaning with metal wire brush to remove all dust, fungus etc., washing with water
all complete. The contractor shall give guarantee for the perfomance of SRI and also
the durabitity of coating, all complete as per direction of Engineer-in-Charge.
sqm 309.55
12.64 Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy
roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and
dimensions as per IS code 2676 with characteristics of good formability and
corrosion resistance. The profile sheets shall be fixed to truss members in slope or
required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel
screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour,
scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-
Charge. (Cost of truss/frame work shall be paid separately).
12.64.1 0.56 mm, Aluminium troughed profile with center to center pitch of 200 mm, depth
of 32 mm, overall profile width1092 mm, cover width 1000mm. sqm 928.95
12.64.2 0.71 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm,
overall profile width1092 mm, cover width 1000mm. sqm 1158.80
12.64.3 0.91 mm, troughed profile with center to center pitch of 200 mm, depth of 32 mm,
overall profile width1092 mm, cover width 1000mm. sqm 1452.20
12.64.4 0.56mm Aluminium profile with center to center pitch of 175 mm, depth of 46mm,
top crest width of 41mm, bottom valley width of 80mm, overall profile width of
1144mm, cover width 1050mm.
sqm 1201.20
sqm 1488.90
sqm 1871.50
12.64.7 0.56mm Aluminium Circular (sinusoidal) profile with center to center pitch of 75
mm, depth of 19 mm, overall profile width 1250mm,cover width 1150mm.
sqm 916.85
sqm 1147.10
sqm 1454.10
12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium alloy
roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and
dimensions as per IS code 2676 with characteristics of good formability and
corrosion resistance. The profile sheets shall be fixed to truss members in slope or
required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel
screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour,
scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-
Charge. (Cost of truss/frame work shall be paid separately).
12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of
200 mm, depth of 32 mm, overall profile width1092 mm, cover width 1000mm.
sqm 1058.60
sqm 1316.35
sqm 1657.55
12.65.4 0.56mm Aluminium color profile with center to center pitch of 175 mm, depth of
46mm, top crest width of 41mm, bottom valley width of 80mm, overall profile
width of 1144mm, cover width 1050mm.
sqm 1373.25
12.65.5 0.71mm Aluminium color coated profile with center to center pitch of 175 mm,
depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall
profile width of 1144mm, cover width 1050mm.
sqm 1706.90
12.65.6 0.91mm Aluminium color coated profile with center to center pitch of 175 mm,
depth of 46mm, top crest width of 41mm, bottom valley width of 80mm, overall
profile width of 1144mm, cover width 1050mm.
sqm 2150.30
12.65.7 0.56 mm Aluminium profile with center to center pitch of 177.5 mm, depth of 28.5
mm, 987mm overall profile width, cover width 900mm sqm 1126.00
12.65.8 0.71 mm Aluminium profile with center to center pitch of 177.5 mm, depth of 28.5
mm, 987mm overall profile width, cover width 900mm sqm 1410.45
12.66 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing
Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy
(AA) 3004 (ISO designation)] For color, coating shall be 5-7 microns epoxy primer
on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/
tapping SS screws of size 6 x 50mm with 3mm thick EPDM seal and SS plain washer
complete :
12.66.1 Precoated/mill finish aluminium Ridges plain (500- 600mm) metre 969.50
12.66.2 Precoated/mill finish aluminium Flashings/ Aprons (Upto 600 mm) metre 885.50
12.66.3 Precoated/mill finish aluminium North light curves metre 971.55
12.66.4 Precoated/mill finish aluminium Barge board (Upto 200 mm) metre 748.20
12.66.5 Precoated/mill finish aluminium Crimp curve metre 829.05
12.66.6 Precoated/mill finish aluminium Gutter (600 mm over all girth) metre 1616.00
13 FINISHING
13.1 12 mm cement plaster of mix :
13.1.1 1:4 (1 cement: 4 fine sand) sqm 294.85
13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :
13.4.1 1:4 (1 cement: 4 coarse sand) sqm 307.25
13.5 15 mm cement plaster on rough side of single or half brick wall of mix:
13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a
floating coat of neat cement of mix :
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat
cement.
13.9.1 12 mm cement plaster sqm 386.55
13.9.2 20 mm cement plaster sqm 507.85
13.10 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of
neat cement on the rough side of single or half brick wall. sqm 436.30
13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1
cement : 6 fine sand).
sqm 442.75
13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1
cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3
coarse sand) finished rough with sponge.
sqm 461.85
13.13 12 mm cement plaster 1:2 (1 cement : 2 stone dust). sqm 325.80
13.14 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or
half brick wall. sqm 376.65
13.15 20 mm cement plaster 1:2 (1 cement : 2 stone dust). sqm 450.30
13.16.1 1:3 (1 cement : 3 fine sand) sqm 253.05
13.17 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of
neat cement and thick coat of Lime wash on top of walls when dry for bearing of
R.C.C. slabs and beams.
sqm 334.20
13.18 Neat cement punning. sqm 67.80
13.19 Rough cast plaster upto 10 m height above ground level with a mixture of sand and
gravel or crushed stone from 6 mm to 10 mm nominal size, dashed over and
including the fresh plaster in two layers, under layer 12 mm cement plaster 1:4 (1
cement : 4 coarse sand) and top layer 10 mm cement plaster 1:3 (1 cement : 3 fine
sand) mixed with 10% finely grounded hydrated lime by volume of cement.
13.19.1 Ordinary cement finish using ordinary cement sqm 752.40
13.20 Pebble dash plaster upto 10 m height above ground level with a mixture of washed
pebble or crushed stone 6 mm to 12.5 mm nominal size, dashed over and including
fresh plaster in two layers under layer 12 mm cement plaster 1:4 (1 cement : 4
coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1
cement : 3 fine sand) mixed with 10% finely grounded hydrated lime by volume of
cement.
sqm 705.90
13.21 Extra for providing and mixing water proofing material in cement plaster work in
proportion recommended by the manufacturers. per bag of
50kg
cement
used in the
mix 60.55
13.22 Extra for plastering exterior walls of height more than 10 m from ground level for
every additional height of 3 m or part thereof. sqm 72.80
13.23 Extra for plastering on circular work not exceeding 6 m in radius:
13.23.1 In one coat sqm 39.35
13.23.2 In two coats sqm 59.75
13.24 Extra for plastering done on moulding, cornices or architraves including neat finish
to line and level:
13.24.1 In one coat sqm 587.20
13.24.2 In two coats sqm 967.85
13.25 Extra for plastering:
13.25.1 Spherical ceiling sqm 146.65
13.25.2 Groined ceiling sqm 158.85
13.25.3 Flewing soffits sqm 97.05
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered
surface to prepare the surface even and smooth complete. sqm 214.30
13.27 Extra for lining out plaster to imitate stone or concrete blocks walling. sqm 93.75
13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine
sand):
13.28.1 Flush Band cm per
metre 6.25
13.28.2 Sunk Band cm per
metre 6.85
13.28.3 Raised Band cm per
metre 7.80
13.28.4 Moulded Band cm per
metre 13.35
13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine
sand):
13.29.1 Flush Band cm per
metre 7.60
13.29.2 Sunk Band cm per
metre 8.35
13.29.3 Raised Band cm per
metre 9.55
13.29.4 Moulded Band cm per
metre 17.80
13.30 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick
with cement mortar 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with
cement mortar 1:4 (1 cement : 4 fine sand). cm per
metre 17.85
13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine
sand):
13.31.1 Flush / Ruled/ Struck or weathered pointing sqm 214.40
13.31.2 Raised and cut pointing sqm 349.35
13.32 Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand):
13.32.1 Flush/ Ruled/ Struck or weathered pointing sqm 292.05
13.33 Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) :
13.33.1 Flush/ Ruled pointing sqm 319.35
13.33.2 Raised and cut pointing sqm 580.25
13.34 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white
cement : 3 marble dust). sqm 597.60
13.35 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand):
13.35.1 Flush/ Ruled pointing sqm 177.85

13.36 Extra for pointing on walls on the outside at height more than 10 m from ground
level for every additional height of 3 m or part there of. sqm 7.60
13.37 White washing with lime to give an even shade :
13.37.1 New work (three or more coats) sqm 32.45
13.38 Satna lime wash on walls with one coat. sqm 13.10
13.39 Colour washing such as green, blue or buff to give an even shade :
13.39.1 New work (two or more coats) with a base coat of white washing with lime sqm 44.25
13.39.2 New work (two or more coats) with a base coat of whiting sqm 43.80
13.41 Distempering with oil bound washable distemper of approved brand and
manufacture to give an even shade :
13.41.1 New work (two or more coats) over and including water thinnable priming coat
with cement primer sqm 162.55
13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content
less than 50 gms/litre, of approved manufacturer, of required shade and colour
complete, as per manufacturer's specification.
13.42.1 Two or more coats on new work sqm 92.75
13.43 Applying one coat of water thinnable cement primer of approved brand and
manufacture on wall surface :
13.43.1 Water thinnable cement primer sqm 64.45
13.44 Finishing walls with water proofing cement paint of required shade :
13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 97.60
13.45 Finishing walls with textured exterior paint of required shade :
13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including
priming coat of exterior primer applied @ 2.20kg/10 sqm sqm 245.00
13.46 Finishing walls with Acrylic Smooth exterior paint of required shade :
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming
coat of exterior primer applied @ 2.20 kg/10 sqm) sqm 166.85
13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives
of required shade:
13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including
priming coat of exterior primer applied @ 2.20 kg/10 sqm) sqm 162.35
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using
Primer as per manufacturers specifications :
13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat
of Special primer applied @ 0.75 ltr /10 sqm sqm 158.95
13.48.2 Painting wood work with Deluxe Multi Surface Paint of required shade. Two or
more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75
ltr/10 sqm of approved brand and manufacture
sqm 144.90
13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or
more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80
ltr/ 10 sqm of approved brand and manufacture
sqm 140.05
13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50
gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt
resistance exterior paint of required shade (Company Depot Tinted) with silicon
additives.
13.48A.1 New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including
priming coat of exterior primer applied @ 0.90 litre/10 sqm. sqm 154.45
13.50 Applying priming coat:
13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on
wood work (hard and soft wood) sqm 61.45
13.50.2 With ready mixed aluminium primer of approved brand and manufacture on
resinous wood and plywood sqm 62.95
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and
manufacture on steel galvanised iron/ steel works sqm 55.50
13.50.3A With ready mixed red oxide zinc chromate primer of approved brand and
manufacture on steel galvanised iron/ steel works sqm 55.50
13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and
manufacture on steel work (second coat) sqm 29.75
13.51 Painting with silicon & acrylic emulsion based water thinnable sealer of approved
brand and manufacture on wet or patchy portion of plastered surfaces :
13.51.1 One coat sqm 83.50

13.51.2 Two coats sqm 132.65
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied
as per manufacturer's specifications including appropriate priming coat,
preparation of surface, etc. complete.
13.52.1 On steel work sqm 201.70
13.52.2 On concrete work sqm 198.40
13.53 Painting on G.S. sheet with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
13.53.1 New work (two or more coats) including a coat of approved steel primer but
excluding a coat of mordant solution sqm 150.20
13.54 Applying a coat of mordant solution on G.S. sheet:
13.54.1 With a solution of 38 gms of copper acetate in a litre of soft water sqm 52.70
13.54.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of
copper chloride, copper nitrate and ammonium chloride dissolved in a litre of soft
water
sqm 52.50
13.55 Painting (two or more coats) on rain water, soil waste and vent pipes and fittings
with black anticorrosive bitumastic paint of approved brand and manufacture, over
and including a priming of ready mixed zinc chromate yellow primer on new work:
13.55.1 100 mm diameter pipes metre 63.15

with synthetic enamel paint of approved brand and manufacture and required
colour over a priming coat of approved steel primer on new work.

13.57 Painting with oil type wood preservative of approved brand and manufacture :
13.57.1 New work (two or more coats) sqm 47.10

13.58 Providing and applying two coats of fire retardant paint on cleaned wood / ply
surface @ 3.5 sqm per litre per coat including preparation of base surface as per
recommendations of manufacturer to make the surface fire retardant.
sqm 285.80
13.59 Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm
in the first coat and second coat respectively. sqm 55.55
13.60 Wall painting with acrylic emulsion paint of approved brand and manufacture to
give an even shade :
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an
even shade :
13.62 Painting with synthetic enamel paint of approved brand and manufacture of
required colour to give an even shade :
13.62.1 Two or more coats on new work over an under coat of suitable shade with ordinary
paint of approved brand and manufacture sqm 191.40
13.63 Painting with aluminium paint of approved brand and manufacture to give an even
shade .
13.63.1 Two or more coats on new work 121.45 0 sqm 121.45
13.64 Painting with acid proof paint of approved brand and manufacture of required
colour to give an even shade :
13.65 Painting with black anti-corrosive bitumastic paint of approved brand and
13.67 Varnishing with varnish of approved brand and manufacture :
13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting
varnish sqm 197.40
13.67.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish
sqm 198.20
13.68 French spirit polishing :
13.68.1 Two or more coats on new works including a coat of wood filler sqm 368.30
13.69 Polishing on wood work with ready mixed wax polish of approved brand and
manufacture :
13.69.1 New work sqm 164.15
13.70 Floor polishing on masonry or concrete floors with wax polish of approved brand
and manufacture. sqm 79.60
13.71 Lettering with black Japan paint of approved brand and manufacture
per letter
per cm
height 5.05
13.72 Washed stone grit plaster on exterior walls height upto 10 metre above ground
level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse
sand ), furrowing the under layer with scratching tool, applying cement slurry on
the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement
plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size),
in panels with groove all around as per approved pattern, including scrubbing and
washing the top layer with brushes and water to expose the stone
chippings ,complete as per specification and direction of Engineer-in-charge
(payment for providing grooves shall be made separately).
sqm 985.45
13.73 Forming groove of uniform size in the top layer of washed stone grit plaster as per
approved pattern using wooden battens, nailed to the under layer, including
removal of wooden battens, repair to the edges of panels and finishing the groove
complete as per specifications and direction of the Engineer-in-charge :
13.73.1 15 mm wide and 15 mm deep groove metre 62.50

13.73.2 20 mm wide and 15 mm deep groove metre 63.10
13.74 Extra for washed grit plaster on exterior walls of height more than 10 m from
ground level for every additional height of 3 m or part thereof. sqm 140.85
13.75 Extra for washed stone grit plaster on circular work not exceeding 6 m in radius (in
two coats). sqm 110.85
13.76 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top
layer of washed stone grit plastered surface as per approved pattern, including
providing and fixing aluminum channels of appropriate size and thickness (not less
than 2 mm), nailed to the under layer with rust proof screws and nails and finishing
the groove complete as per specifications and direction of the Engineer-in- Charge.
metre 88.70
13.77 Extra for using white cement in place of ordinary cement in the top layer of the
item of washed stone grit plaster. sqm 82.95
13.78 Providing and applying 12 mm thick (average) premixed formulated one coat
gypsum lightweight plaster having additives and light weight aggregates as
vermiculite/ perlite respectively conforming to IS: 2547 (Part - 1 & II) 1976, applied
on hacked / uneven background such as bare brick/ block/ RCC work on walls &
ceiling at all floors and locations, finished in smooth line and level etc. complete.
sqm 363.45
13.79 Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective
diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement
plaster/mortar by using 125 gms. of synthetic Polyester triangular fibre for 50 Kgs.
cement used in cement mortar as per directions of Engineer-in-Charge. per bag of
50kg of
cement 68.55
13.80 Providing and applying white cement based putty of average thickness 1 mm, of
approved brand and manufacturer, over the plastered wall surface to prepare the
surface even and smooth complete.
sqm 123.85
13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic
Compound ) content less than 50 grams/ litre, of approved brand and manufacture,
including applying additional coats wherever required, to achieve even shade and
colour.
13.81.1 One coat sqm 54.75

13.81.2 Two coats sqm 90.05
13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound )
content less than 50 grams/ litre, of approved brand and manufacture, including
applying additional coats wherever required, to achieve even shade and colour.
13.82.1 One coat sqm 78.00

13.82.2 Two coats sqm 116.05
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC
(Volatile Organic Compound ) content less than 50 grams/ litre of approved brand
and manufacture, including applying additional coats wherever required to achieve
even shade and colour.
13.83.1 One coat sqm 80.25

13.83.2 Two coats sqm 121.55
13.85 Applying priming coats with primer of approved brand and manufacture, having
low VOC (Volatile Organic Compound ) content.
13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having
VOC content less than 50 grams/ litre sqm 61.45
13.85.3 With water thinnable cement primer on wall surface having VOC content less than
50 grams/litre sqm 64.45
13.86 6 mm plaster on cement concrete or reinforced cement concrete work with white
cement based polymer modified self curing mortar of approved make as per the
direction of Engineer-In-Charge.
sqm 217.50
13.87.1 Old work (two or more coats) sqm 19.00
13.87.2 Old work (one or more coats) sqm 11.60
13.88 Removing white or colour wash by scrapping and sand papering and preparing the
surface smooth including necessary repairs to scratches etc. complete
sqm 16.35
13.90 Distempering with 1st quality acrylic distember (Ready mix) having VOC content less
than 50 grams/ litre of approved brand and manufacture to give an even shade :

13.91 Removing dry or oil bound distemper, water proofing cement paint and the like by
scrapping, sand papering and preparing the surface smooth including necessary
repairs to scratches etc. complete.
sqm 20.85
13.92 Painting on G.S. sheet with synthetic enamel paint of approved brand and
manufacture of required colour to give an even shade :
13.93 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings
with black anticorrosive bitumastic paint of approved brand and manufacture over
and including a priming coat of ready mixed zinc chromate yellow primer on new
work :

13.94 Painting (one or more coats) on rain water, soil waste and vent pipes and fittings
with black anticorrosive bitumastic paint of approved brand and manufacture on
old work :
with aluminium paint of approved brand and manufacture over a priming coat of
ready mixed zinc chromate yellow primer on new work :
13.96 Painting (one or more coats) on rain water, soil waste and vent pipes and fittings
with synthetic enamel paint of approved brand and manufacture and required
colour on old work :
13.97 Painting with oil type wood preservative of approved brand and manufacture:

13.98 Wall painting with plastic emulsion paint of approved brand and manufacture to
give an even shade:
13.98.1 One or more coats on old work sqm 90.85
13.99 Painting with synthetic enamel paint of approved brand and manufacture of
required colour to give an even shade :
13.100 Painting with aluminium paint of approved brand and manufacture to give an even
shade:
13.101 Painting with acid proof paint of approved brand and manufacture of required
colour to give an even shade :
13.102 Painting with black anti-corrosive bitumastic paint of approved brand and
13.104 Polishing on wood work with ready made wax polish of approved brand and
manufacture :
13.104.1 Old work sqm 82.95
13.105 Re-lettering with black Japan paint of approved brand and manufacture.
per letter
per cm
height 3.20
13.106 Painting (one or more coats) with black Japan paint of approved brand and
manufacture to give an even shade. sqm 78.60
13.107 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash
basin:
13.107.1 32 mm dia each 76.40
13.107.2 40 mm dia each 76.40
13.108 Distempering with 1st quality acrylic distemper (ready made) having VOC content
less than 50 gm per ltr. of approved manufacturer and of required shade and colour
complete. as per manufacturer's specification.
13.109.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of
primer applied @ 0.80 litrs/10 sqm complete including cost of Priming coat.
sqm 94.15
13.109.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete. sqm 63.25
13.110.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10
sqm. sqm 191.40
13.110.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm. sqm 118.85
13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint
surface sqm 111.60
13.111.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm). sqm 74.75
13.112 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives
of required shade
13.112.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement
paint surface sqm 108.60
13.112.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm). sqm 74.10
13.113 Varnishing with varnish of approved brand and manufacture:
13.113.1 One or more coats with copal varnish sqm 79.45
13.113.2 One or more coats with spar varnish sqm 79.85
13.114 Melamine polishing on wood work (one or more coat). sqm 118.35
13.115 Varnishing with flatting varnish of approved brand and manufacture one or more
coats on old work. sqm 82.95
13.116 Polishing in high gloss/matt finish melamine clear polish on wood work in required
color/wooden shade texture with following process in the sequence as detailed
below: 1. The surface to be polished is rubbed with sand paper 80/120 no. and
then with sand paper of 160/180 nos. 2. Applying two coats of sealer with spray
gun and allowing sufficient drying time for 1st coat and 2nd coat is allowed to dry
for 8 to 12 hrs. 3. On drying of sealer coat, wet rubbing with emery cloth of finer
grading with ample water to remove excess sealer layer and make the surface
further smooth after this wet rubbing, then surface is applied with special grade
melamine fillers to fill all the small and big holes/grooves etc. Filler coat to be
allowed to dry for 4 to 6 hrs on which again a light wet rubbing is done this surface
is further allowed to dry for 12 hrs. 4. On this, 1st coat of melamine polish is
applied with spray gun using melamine clear polish and melamine thinner in
required proportion. This 1st coat is allowed to dry for 24 hrs then this dry surface
is again fine wet rubbed smooth, which is further allowed to dry for 12 hrs. The final
melamine polish is applied with compressor pressure spray gun using melamine
clear polish and melamine thinner mixed in required proportion complete as per
direction of Engineer-in-Charge. (Final coat to be done in 1 or 2 layers without gap
of time.)
sqm 1156.55
14 REPAIRS TO BUILDING
14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters
and under, including cutting the patch in proper shape, raking out joints and
preparing and plastering the surface of the walls complete, including disposal of
rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.
14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand) sqm 462.30
14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand) sqm 478.00
14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or
walls cutting masonry for holdfasts, embedding hold fasts in cement concrete
blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of
approved wood preservative to sides of chowkhats and making good the damages
to walls and floors as required complete, including disposal of rubbish to the
dumping ground, all complete as per direction of Engineer-in-Charge.
14.2.1 Door chowkhats each 1505.30

14.2.2 Window chowkhats each 948.05
14.2.3 Clerestory window chowkhats each 712.85
14.3 Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical
fasteners of appropriate size (3 nos on each vertical member of door chowkhat and
2 nos on each vertical member of window chowkhats), including Cost of dash
fasteners/ chemical fastener.
each 190.25
14.4 Making the opening in brick masonry including dismantling in floor or walls by
cutting masonry and making good the damages to walls, flooring and jambs
complete, to match existing surface i/c disposal of mulba/ rubbish to the nearest
municipal dumping ground, all complete as per direction of Engineer-in-Charge.
14.4.1 For door/ window/ clerestory window sqm 1046.95

14.5 Renewing glass panes, with putty and nails wherever necessary including racking
out the old putty:
14.5.1 Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
sqm 941.95
14.5.2 Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)
sqm 1245.15
14.6 Renewing glass panes, with wooden fillets wherever necessary:
sqm 1351.15
sqm 1654.30
14.7 Renewing glass panes and refixing existing wooden fillets:
sqm 1055.20
sqm 1358.35
14.8 Supplying and fixing new wooden fillets wherever necessary:
14.8.1 2nd class teak wood fillets metre 66.05
14.8.2 Hollock wood fillets metre 59.35
14.9 Renewal of old putty of glass panes (length) metre 46.40
14.10 Refixing old glass panes with putty and nails sqm 603.05
14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets) sqm 560.60
14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing
R.C.C. slab, including cutting chase, anchoring clamp to reinforcement bar, including
cleaning, refilling, making good the chase with matching concrete, plastering and
painting the exposed portion of the clamps complete.
each 468.40
14.13 Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by
dismantling tiles or bricks, removing mud plaster, preparing the surface of mud
phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks,
grouted in cement mortar 1:3 (1 cement : 3 fine sand), including replacing
unserviceable tiles or bricks with new ones and disposal of unserviceable material
to the dumping ground (the cost of the new tiles or brick excluded), all complete as
per direction of Engineer-in-Charge.
sqm 577.90
14.14 Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4
coarse sand), including necessary repairs and cement pointing with same mortar
complete, including disposal of rubbish to dumping ground, all complete as per
direction of Engineer-in-Charge.
14.14.1 Red/ white sand stone slabs 30 to 50 mm thick sqm 1099.15

14.15 Renewing wooden battens in roofs, including making good the holes in wall and
painting with oil type wood preservative of approved brand and manufacture
complete, including removal of rubbish to the dumping ground, all complete as per
14.15.1 Sal wood battens cum 92213.65

14.16 Renewing wooden beams in roofs including making good the holes in walls and
painting with oil type wood preservative of approved brand and manufacture
complete, including removal of rubbish to the dumping ground, all complete as per
14.16.1 Not exceeding 4.00 metres in length.

14.16.1.1 Sal wood beams cum 96739.70
14.16.1.2 Hollock wood beams cum 63238.90
14.16.2 Above 4.00 metres and upto 5.00 metres length.
14.16.2.1 Sal wood beams cum 99011.80
14.16.2.2 Hollock wood beams cum 65503.80
14.17 Raking out joints in lime or cement mortar and preparing the surface for re-pointing
or replastering, including disposal of rubbish to the dumping ground, all complete
as per direction of Engineer-in-Charge.
sqm 59.75
14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of
integral water proofing compound by weight of cement for flat tile bricks on top of
mud phaska :
14.18.1 With F.P.S. brick tiles sqm 114.70
14.18.2 With modular brick tiles sqm 115.95
14.19 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and
removing materials to any distance within compound and stacking. kg 4.45
14.20 Fixing of old wind tie with new fittings including painting two or more coats with
anticorrosive bitumastic paint of approved brand & manufacturer over and
including priming coat of ready mixed zinc chromate yellow primer of approved
brand.
metre 107.00
14.21 Renewing bottom rail and/or top runner of collapsible gate including making good
all damages and applying priming coat of zinc chromate yellow primer of approved
brand and manufacturer.
kg 246.15
14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and
fixing the same with necessary clamps, nuts and bolts/welding and erection etc.
complete.
14.22.1 Wheel 50 mm dia and below per wheel 150.95
14.22.2 Wheel above 50 mm dia per wheel 253.00
14.23 Pumping out water caused by springs, tidal or river seepage, broken water mains or
drains and the like. kilo litre 190.40
14.24 Mud mortar made with local clay good earth. cum 823.15
14.25 Brick work with common burnt clay bricks of class designation 7.5 in mud mortar
cum 5700.55
14.26.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges
with necessary screws. sqm 4583.60
14.26.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with
necessary screws. sqm 3979.65
14.26.2.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges
with necessary screws. sqm 4555.30
14.26.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with
necessary screws. sqm 3904.90
14.27 Providing and fixing plain jaffri door and window shutters including bright or/and
black enamelled M.S. butt hinges with necessary screws 35x10 mm laths placed 35
mm apart (frames to be paid separately), including fixing 50x12 mm beading
complete with :

14.28 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass
brackets fixed with brass screws and wooden plugs etc. wherever necessary
complete.
14.28.1 20 mm diameter. metre 295.20
14.28.2 25 mm diameter. metre 362.10
14.29 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in
wooden frames of windows and clerestory windows. kg 99.70
14.30 Providing joists (karries) including hoisting, fixing in position and applying wood
preservative on unexposed surface etc. complete with :
14.30.1 Sal wood cum 91146.55
14.30.2 Hollock wood cum 57984.40
14.31 Providing and fixing bright finished brass single acting spring hinges with necessary
brass screws etc. complete :
14.31.1 150 mm each 652.40
14.31.2 125 mm each 465.10
14.31.3 100 mm each 412.95
14.32 Providing and fixing bright finished brass double acting spring hinges with necessary
brass screws etc. complete :
14.32.1 150 mm each 726.00
14.32.2 125 mm each 618.95
14.32.3 100 mm each 600.25
14.33 Providing and fixing bright finished brass flush bolts with necessary brass screws
etc. complete :
14.33.1 250 mm each 230.75
14.33.2 150 mm each 200.55
14.33.3 100 mm each 147.05
14.34 Providing and fixing 150 mm bright finished floor brass door stopper with rubber
cushion, necessary brass screws etc. to suit shutter thickness complete
each 233.10
14.35 Providing and fixing bright finished brass hard drawn hooks and eyes :
14.35.1 300 mm each 86.85
14.35.2 250 mm each 83.35
14.35.3 200 mm each 74.80
14.35.4 150 mm each 60.05
14.35.5 100 mm each 52.70
14.36 Providing and fixing bright finished brass fan light pivot with necessary brass screws
etc. complete. each 40.20
14.37 Providing and fixing 300 mm long bright finished brass chain with hook for fan light
including necessary brass screws etc. complete. each 64.25
14.38 Providing and fixing bright finished brass quadrant stay 300 mm long with necessary
brass screws etc. complete. each 163.25
14.39 Providing and fixing bright finished brass helical door spring (superior quality).
each 462.75
14.40 Providing and fixing chromium plated brass butt hinges with necessary chromium
plated brass screws etc. complete.
14.40.3 75x65x4 mm (heavy type) each 164.20
14.41 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary
chromium plated brass screws, nuts, bolts and washers etc. complete.
each 255.80
14.72 Providing and fixing double scaffolding system (cup lock type) on the exterior side,
up to seven story height made with 40 mm dia M.S. tube 1.5 m centre to centre,
horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S.
tube challies, M.S. clamps and M.S. staircase system in the scaffolding for working
platform etc. and maintaining it in a serviceable condition for the required duration
as approved and removing it there after .The scaffolding system shall be stiffened
with bracings, runners, connection with the building etc wherever required for
inspection of work at required locations with essential safety features for the
workmen etc. complete as per directions and approval of Engineer- in-charge .The
elevational area of the scaffolding shall be measured for payment purpose .The
payment will be made once irrespective of duration of scaffolding.
sqm 285.00
14.73 Providing and fixing bright finished brass casement window fasteners or peg stays
to windows/ ventilators with necessary welding and machine screws etc. complete.
kg 484.30
14.74 Providing and fixing 14 mm bright finished brass spring catch to steel centre hung
ventilators with necessary welding and machine screws etc. complete.
each 59.40
14.75 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and
under, including cutting the patch in proper shape, raking out joints and preparing
plastering the wall surface with white cement based polymer modified self curing
mortar, including disposal of rubbish, all complete as per the direction of Engineer-
In-Charge.
sqm 540.35
14.75A Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre
capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish
from the tank and cleaning the tank with fresh water disinfecting with bleaching
powder @ 0.5gm per litre capacity of tank including marking the date of cleaning
on the side of tank body with the help of stencil and paint and disposing of malba
all complete as per direction of Engineer-in-Charge. (The old date already written
on tank should be removed with paint remover or black paint and if date is not
written with the stencil or old date is not removed deduction will be made @ Rs.
0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be
repaired by contractor at his own cost and nothing extra will be paid on this
account)
litre 0.40
14.76 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed
with earth etc. and disposal of same, all as per the direction of Engineer-in-charge.
each 89.45
14.77 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic
operated high pressure suction cum jetting sewer cleaning machine fitted with
pump having 4000 litres suction capacity and 6000 litres water jetting tank capacity
including skilled operator, supervising engineer etc. for cleaning and partial
desilting of manholes and dechocking of sewer lines. Dechocking and flushing of
sewer line from one manhole to another by high pressure jetting system of 2200 PSI
for sewer line from 150mm dia upto 300mm
metre 285.90
14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging)
including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The
cleaning shall consist following operations:- (i) Tank shall be emptied of water by
pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface
area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure
washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv)
The treated surface shall be dried using air jetting and all loose particles shall be
removal from the surface. (v) Finally the surface shall be treated with ultraviolet
radiation etc. as per direction of Engineer-in-Charge.
sqm 71.30
14.79 Disconnecting damaged overhead/terrace PVC water storage tank of any size from
water supply line and removing from the terrace including shifting at ground level
each 357.55
14.80 Providing & fixing White vitreous china water closet squatting pan (Indian type)
along with "S" or "P" trap including dismantling of old WC seat and "S" or "P" trap
at site complete with all operations including all necessary materials, labour and
disposal of dismantled material i/c malba, all complete as per the direction of
Engineer-in charge.
14.80.1 Long pattern W.C Pan of size 580x440 mm each 2962.80
14.80.2 Orissa pattern W.C Pan of size 580x440 mm each 3850.65
14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan
including providing and fixing 300 mm dia PVC pipe conforming BIS-12818 and
making good the same etc. complete as per direction of Engineer-in-charge.
each 243.10
14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c
malba all complete as per directions of Engineer-in- Charge. each 110.70
14.83 Hacking of CC flooring including cleaning for surface etc. complete as per direction
of the Engineer-in-Charge. sqm 2.85
14.84 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within
50 metres lead) as per direction of Engineer- in-Charge. (a) Internal Work- Exposed
on wall
metre 2.85
14.85 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing
of repaired door shutters to existing door frames, including replacement of hinges
with screws, etc. as required, all complete as per the direction of the Engineer-in-
charge.
each 325.95
14.86 Providing and laying in situ seven course water proofing treatment with APP
(Atactic poly-propylene) modified Polymeric memberane over roof consisting of
first coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of
bonding material @ 1.20 Kg/sqm, which shall consist of blown type bitumen of
grade 85/25 conforming to IS : 702, 3rd and 5th layers of roofing membrane APP
modified Polymeric membrane 1.5 mm thick of 2.25 Kg/sqm weight consisting of
five layers prefabricated with centre core as 20 micron HMHDPE film sandwiched
on both sides with polymeric mix and the polymeric mix is protected on both side
with 20 micron HMHDPE film. 7th, the top most layer shall be finished with brick
tiles of class designation 10 grouted with cement mortar 1:3 (1cement : 3 fine sand)
mixed with 2% integral water proofing compound by weight of cement over a 12
mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of
laying brick tiles shall be paid for separately).
sqm 615.00
14.87 Providing and laying in situ five course water proofing treatment with APP (Atactic
Polypropylene) modified Polymeric memberane over roof consisting of first coat of
bitumen primer @ 0.40 litre per sqm, 2nd & 4th courses of bonding material @
1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25 conforming
to IS : 702, 3rd layer of roofing membrane APP modified Polymeric membrane 2.0
mm thick of 3.00 Kg/ sqm weight consisting of five layers prefabricated with centre
core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and
the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the
top most layer shall be finished with brick tiles of class designation 10 grouted with
cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing
compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1
cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for
separately).
sqm 454.80
14.88 Providing and laying in situ seven course water proofing treatment with APP
(Atactic Polypropylene) modified Polymeric memberane over roof consisting of first
coat of bitumen primer @ 0.40 litre per sqm, 2nd, 4th & 6th courses of bonding
material @ 1.20 kg/sqm, which shall consist of blown type bitumen of grade 85/25
conforming to IS : 702, 3rd and 5th layers of roofing membrane APP modified
Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers
prefabricated with centre core as 100 micron HMHDPE film sandwiched on both
sides with polymeric mix and the polymeric mix is protected on both side with 20
micron HMHDPE film. 7th, the top most layer shall be finished with brick tiles of
class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed
with 2% integral water proofing compound by weight of cement over a 12 mm layer
of cement mortar 1:3 ( 1 cement : 3 fine sand) and finished neat (item of laying
brick tiles shall be paid for separately).
sqm 732.75
14.89 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated
five layer 2 mm thick water proofing membrane, black finished reinforced with glass
fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40
litre/sqm by the same membrance manufacture of density at 25°C, 0.87 - 0.89 kg/
litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be
laid using Butane torch and sealing all joints etc., and preparing the surface
complete. The vital physical and chemical parameters of the membrane shall be as
under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/
5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening
point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147. The laying of membrane shall be got
done through the authorised applicator of the manufacture of membrane.
14.89.1 2mm (for corrugated roof sheets) sqm 445.80

14.90 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated
five layer, 3 mm thick water proofing membrane, black finished reinforced with
glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @
0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89
kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall
be laid using butane torch and sealing all joints etc., and preparing the surface
complete. The vital physical and chemical parameters of the membrane shall be as
under : Joint strength in longitudinal and transverse direction at 23°C as 350/300
N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening
point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when
tested in accordance with ASTM, D - 5147. The laying of membrane shall be got
done through the authorised applicator of the manufacturer of membrane :
14.90.1 3 mm thick sqm 534.10

14.91 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated
five layer 3 mm thick water proofing membrane, black finished reinforced with non-
woven polyester matt consisting of a coat of bitumen primer for bitumen
membrane @ 0.40 litre/sqm by the same membrane manufacture of density at
25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of
membrane shall be laid using Butane Torch and sealing all joints etc, and preparing
the surface complete. The vital physical and chemical parameters of the membrane
shall be as under : Joint strength in longitudinal and transverse direction at 23°C as
650/ 450N/ 5cm. Tear strength in longitudinal and transverse direction as 300/
250N. Softening point of membrane not less than 150°C. Cold flexibility shall be
upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane
shall be got done through the authorised applicator of the manufacturer of
membrane :
14.91.1 3 mm thick sqm 563.50

14.92 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100%
polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent
touch by heating the membrane by Butane Torch as per manufactures
recommendation.
sqm 103.50
14.93 Providing round the clock security guard without gun for watch & ward of
Government premises and its all belongings by deploying neatly dressed security
guards in 8 hour's shift including necessary T&P like torch, lathi and uniform
etc.complete,as per the direction of Engineer-in-charge. (One job means 8 hour's
duty).
each job 1077.30
14.94 Providing round the clock security guard with gun for watch & ward of Government
premises and its all belongings by deploying neatly dressed security guards in 8
hour's shift including necessary T&P like torch, lathi and uniform etc.complete, as
per the direction of Engineer-in-charge.(One job means 8 hour's duty).
each job 1169.65

15 Dismantling and Demolishing
15.1 Demolishing lime concrete manually/ by mechanical means and disposal of material
within 50 metres lead as per direction of Engineer- in-charge. cum 701.95
15.2 Demolishing cement concrete manually/ by mechanical means including disposal of
material within 50 metres lead as per direction of Engineer - in - charge.
15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) cum 2007.10
15.2.2 Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) cum 1239.60
15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel
bars and disposal of unserviceable material within 50 metres lead as per direction
of Engineer - in- charge.
cum 2928.10
15.4 Demolishing R.B. work manually/ by mechanical means including stacking of steel
bars and disposal of unserviceable material within 50 metres lead as per direction
of Engineer-in- charge.
cum 2619.45
15.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or
R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work)
as per direction of Engineer- in-charge.
sqm 947.10
15.6 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B.
work. kg 7.45
15.7 Demolishing brick work manually/ by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead
15.7.1 In mud mortar cum 581.15
15.7.2 In lime mortar with old mughal bricks cum 1470.00
15.7.3 In lime mortar cum 701.95
15.7.4 In cement mortar cum 1698.45
15.8 Removing mortar from bricks and cleaning bricks including stacking within a lead of
50 m (stacks of cleaned bricks shall be measured):
15.8.1 From brick work in mud mortar 1000 Nos 3839.15
15.8.2 From brick work in lime mortar 1000 Nos 4414.15
15.8.3 From brick work in cement mortar 1000 Nos 5522.25
15.9 Demolishing stone rubble masonry manually/ by mechanical means including
stacking of serviceable material and disposal of unserviceable material within 50
metres lead as per direction of Engineer-in-charge :
15.10 Dismantling dressed stone work ashlar face stone work, marble work or precast
concrete work manually/ by mechanical means including stacking of serviceable
and disposal of unserviceable material within 50 metres lead as per direction of
Engineer-in-charge :

15.11 Removing mortar from and cleaning stones and concrete articles (net quantity of
stacks of cleaned materials will be measured):
15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter
including chowkhats, architrave, holdfasts etc. complete and stacking within 50
metres lead :
15.12.1 Of area 3 sq. metres and below each 302.70
15.12.2 Of area beyond 3 sq. metres each 414.55
15.13 Taking out doors, windows and clerestory window shutters (steel or wood)
including stacking within 50 metres lead :
15.13.1 Of area 3 sq. metres and below each 118.30
15.13.2 Of area beyond 3 sq. metres each 155.75
15.14 Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span
and 5 metres height including stacking the material within 50 metres lead :
15.14.1 Of sectional area 40 square centimetres and above cum 3674.50

15.14.2 Of sectional area below 40 square centimetres metre 14.70
15.15 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional
span of one metre or part thereof beyond 10 metres :
15.15.1 Of sectional area 40 square centimetres and above
cum per
metre
span 487.95
15.15.2 Of sectional area below 40 square centimetres
metre per
metre
span 1.35
15.16 Extra for dismantling trusses, rafters, purlins etc. of wood work for every additional
height of one metre or part thereof beyond 5 metres :
15.16.1 Of sectional area 40 square centimetres and above
cum per
metre
span 708.30
15.16.2 Of sectional area below 40 square centimetres
metre per
metre
span 2.80
15.17 Dismantling steel work in single sections including dismembering and stacking
within 50 metres lead in:
15.17.1 R.S. Joists kg 2.80
15.17.2 Channels, angles, tees and flats kg 1.90
15.18 Dismantling steel work in built up sections in angles, tees, flats and channels
including all gusset plates, bolts, nuts, cutting rivets, welding etc. including
dismembering and stacking within 50 metres lead.
kg 4.65
15.19 Dismantling steel work manually/ by mechanical means in built up sections without
dismembering and stacking within 50 metres lead as per direction of Engineer-in-
charge.
kg 3.20
15.20 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional
span of one metre or part thereof beyond 10 metres kg per
metre
span 0.70
15.21 Extra for dismantling trusses, rafters, purlins etc. of steel work for every additional
height of one metre or part thereof beyond 5 metres. kg per
metre
height 0.70
15.22 Extra for marking of structural steel work required to be re-erected. kg 3.80
15.23 Dismantling tile work in floors and roofs laid in cement mortar including stacking
material within 50 metres lead.
15.23.1 For thickness of tiles 10 mm to 25 mm sqm 60.50
15.23.2 For thickness of tiles above 25 mm and up to 40 mm sqm 93.40
15.24 Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead :
cum 1086.45
15.25 Dismantling stone slab flooring laid in cement mortar including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead.
sqm 219.75
15.26 Demolishing brick tile covering in terracing including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead.
sqm 86.80
15.27 Demolishing mud phaska in terracing and disposal of material within 50 metres lead.
cum 753.75
15.28 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the
material within 50 metres lead of:
15.28.1 G.S. Sheet sqm 136.00
15.28.2 Asbestos Cement sheet sqm 63.75
15.29 Dismantling stone slab roofing over wooden karries or R.C.C. battens (dismantling
karries and battens to be paid for separately), including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead.
cum 2197.55
15.30 Dismantling jack arch roofing and floors including stacking of serviceable material
and disposal of unserviceable material within 50 metres lead. sqm 209.40
15.31 Dismantling tiled roofing with battens, boarding etc. complete including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead.
sqm 173.15
15.32 Demolishing thatch roofing including mats, bamboo, jaffari etc. complete including
stacking of serviceable material and disposal of unserviceable material within 50
metres lead.
sqm 47.65
15.33 Dismantling wooden ballies in posts and struts including stacking within 50metres
lead. metre 17.30
15.34 Dismantling and stacking within 50 metres lead, fencing posts or struts including all
earth work and dismantling of concrete etc. in base of:
15.34.1 T' or 'L' iron or pipe each 192.95
15.34.2 R.C.C. each 204.80
15.35 Cutting ballies or wooden posts of fencing at the point of projection above the
concrete or ground and stacking the same within 50 metres lead. each 11.80
15.36 Dismantling barbed wire or flexible wire rope in fencing including making rolls and
stacking within 50 metres lead. kg 30.35
15.37 Dismantling wooden trellis work excluding frames but including stacking the
serviceable material within 50 metres lead. sqm 53.50
15.38 Dismantling expanded metal or I.R.C. fabrics with necessary battens and beading
including stacking the serviceable material within 50 metres lead. sqm 62.50
15.39 Dismantling wooden boardings in lining of walls and partitions, excluding
supporting members but including stacking within 50 metres lead :
15.39.1 Up to 10 mm thick sqm 50.35
15.39.2 Thickness above 10 mm up to 25 mm sqm 64.15
15.40 Dismantling precast concrete or stone slabs in walls, partition walls etc. including
stacking within 50 metres lead :
15.40.1 Thickness up to 40 mm sqm 238.65
15.41 Dismantling cement asbestos or other hard board ceiling or partition walls including
stacking of serviceable materials and disposal of unserviceable materials within 50
metres lead.
sqm 46.50
15.42 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including
stacking the material within 50 metres lead :
15.42.1 75 to 80 mm dia pipe metre 62.40
15.42.2 100 mm dia pipe metre 64.30
15.42.3 150 mm dia pipe metre 66.20
15.43 Dismantling manually/ by mechanical means including stacking of serviceable
material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer-in-charge :
15.43.1 Water bound macadam road sqm 179.65
15.43.2 bituminous road sqm 353.65
15.44 Dismantling G.I. pipes (external work) including excavation and refilling trenches
after taking out the pipes, manually/ by mechanical means including stacking of
pipes within 50 metres lead as per direction of Engineer-in-charge :
15.44.1 15 mm to 40 mm nominal bore metre 124.10

15.44.2 Above 40 mm nominal bore metre 134.25
15.45 Dismantling C.I. pipes including excavation and refilling trenches after taking out the
pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead
and making into blocks including stacking of pipes & lead at site within 50 metre
lead as per direction of Engineer-in-charge:
15.45.1 Up to 150 mm diameter metre 340.70

15.45.2 Above 150 mm dia up to 300 mm dia metre 448.15
15.45.3 Above 300 mm diameter metre 583.30
15.46 Dismantling steel cylinder R.C. pipes including excavation and refilling trenches after
taking out the pipes, manually/ by mechanical means breaking lead caulked joints,
melting of lead and making into blocks including stacking of pipes & lead at site
within 50 metres lead as per direction of Engineer-in-charge :

15.47 Dismantling asbestos cement pressure pipes including excavation and refilling
trenches after taking out the pipes manually/ by mechanical means and stacking
the pipes within 50 metres lead as per direction of Engineer-in-charge :

15.48 Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes
including demolishing of R.C.C. work manually/ by mechanical means and stacking
of useful materials near the site and disposal of unserviceable materials within 50
metres lead as per direction of Engineer-in-charge.
each 576.25
15.49 Taking out C.I. cover with frame from R.C.C. top slab of inspection chambers of
various sizes including demolishing of R.C.C. work manually/ by mechanical means
and stacking of useful materials near the site and disposal of unserviceable
materials within 50 metres lead as per direction of Engineer-in-charge.
each 336.25
15.50 Dismantling of R.C.C. spun vent shaft including excavating the cement concrete pit
completely, taking out the shaft, refilling the excavated gap, stacking the useful
materials near the site and disposal of unserviceable materials within 50 metres
lead.
each 3817.90
15.51 Dismantling of road gully chamber of various sizes including C.I. grating with frame
including stacking of useful materials near the site and disposal of unserviceable
materials within 50 metres lead including refilling the excavated gap.
each 791.65
15.52 Dismantling of flushing cistern of all types (C.I./PVC/Vitrious China) including
stacking of useful materials near the site and disposal of unserviceable materials
within 50 metres lead.
each 744.60
15.53 Dismantling of C.I. sluice valve including stacking of useful materials within a lead of
50 metres
15.53.1 Up to 150 mm diameter each 264.65
15.53.2 Above 150 mm diameter each 976.60
15.54 Dismantling of spindle fire hydrant including stacking of useful materials within 50
metres lead. each 598.05
15.55 Dismantling of cement concrete platform along with curtain walls and base
concrete etc. including stacking of useful materials near the site and disposal of
unserviceable materials within 50 metres lead :
15.55.1 120 x 120 cm (outside to outside) each 910.15
15.56 Dismantling old plaster or skirting raking out joints and cleaning the surface for
plaster including disposal of rubbish to the dumping ground within 50 metres lead.
sqm 45.05
15.57 Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false
ceiling including disposal of unserviceable material and stacking of serviceable
material with in 50 meters lead as directed by Engineer-in-charge.
sqm 46.50
15.58 Demolishing R.C.C. work by mechanical means and stockpiling at designated
locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking
serviceable and unserviceable material separately including cutting reinforcement
bars.
cum 2328.55
15.59 Dismantling of flexible pavement (bituminous courses) by mechanical means and
disposal of dismantled material up to a lead of 1 kilometre, as per direction of
Engineer-in-charge.
cum 347.90
15.60 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste
materials by mechanical means, including loading, transporting, unloading to
approved municipal dumping ground or as approved by Engineer-in-charge, beyond
50 m initial lead, for all leads including all lifts involved.
cum 219.35
16 ROAD WORK
16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne
capacity after excavating earth to an average of 22.5 cm depth, dressing to camber
and consolidating with road roller including making good the undulations etc. and
re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
sqm 180.50
16.2 Extra for compaction of earth work in embankment under optimum moisture
conditions to give at least 95% of the maximum dry density (proctor density).
cum 20.55
16.3 Supplying and stacking at site.
16.3.1 90 mm to 45 mm size stone aggregate cum 1937.60
16.3.2 63 mm to 45 mm size stone aggregate cum 1624.50
16.3.3 53 mm to 22.4 mm size stone aggregate cum 1837.25
16.3.4 Over burnt (Jhama) brick aggregate 120 mm to 40 mm cum 974.25
16.3.6 Stone screening 13.2 mm nominal size (Type A) cum 1865.00
16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 2065.70
16.3.8 Red bajri cum 1557.25
16.3.9 Good earth cum 624.55
16.3.10 Moorum cum 888.30
16.4 Laying, spreading and compacting stone aggregate of specified sizes to WBM
specifications in uniform thickness, hand picking, rolling with 3 wheeled
road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber,
applying and brooming requisite type of screening / binding material to fill up
interstices of coarse aggregate, watering and compacting to the required density .
cum 865.80
16.5 Laying water bound macadam sub-base with brick aggregate and binding material,
earth etc. including screening, sorting and spreading to template and consolidation
with light power road-roller etc. complete.(payment for brick aggregate and
moorum etc. to be made separately)

16.6 Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling
complete including preparation of the surface and rolling.
16.6.1 With road roller/ hand roller sqm 21.80
16.7 Brick edging in full brick width and half brick depth including excavation, refilling
and disposal of surplus earth lead upto 50 metres.
16.7.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
metre 179.50
16.8 Brick edging laid lengthwise with half brick depth including excavation, refilling and
disposal of surplus earth lead upto 50 metres :
metre 49.90
16.9 Scarifying metalled (water-bound) road surface including disposal of rubbish, lead
upto 50 m and consolidation of the aggregate received from scarifying with power
road roller of 8 to 10 tonne capacity.
sqm 27.55
16.10 Making bajri path including preparation of subgrade, supplying and laying brick
aggregate of 50 mm nominal size 7.5 cm deep with blinding material consisting of
12 mm moorum and 12 mm red bajri consolidated with road roller.
sqm 190.05
16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface
complete. sqm 821.95
16.12 Dry brick pitching half brick thick in drains including supply of bricks and preparing
the surface complete :
sqm 607.20
16.13 Cutting road and making good the same including supply of extra quantities of
materials i.e. aggregate, moorum screening, red bajri and labour required.
16.13.1 bituminous portion cum 4157.85

16.13.2 Water bound macadam cum 2592.10
16.14 Cutting bajri paths and making good the same including supply of extra quantities
of brick aggregate, moorum and red bajri required. sqm 242.85
16.15 Supplying at site :
16.15.1 R.C.C. Standards post/ struts/rails/ pales of mix 1:1.5:3 (1 cement : 1.5 coarsesand :
3 graded stone aggregate 12.5 mm nominal size) with wooden plugs or 6mm bar
nibs wherever required as per direction of Engineer-in- charge (cost of earth works
in excavation, concrete works in foundation to be paid separately).
cum 28603.00
16.15.2 Welded steel wire fabric of required width having rectangular mesh painted with
two or more coats of enamel paint of approved shade over a coat of primer
(Priming & Painting to be paid for separately).
kg 74.45
16.16 Supplying and fixing turn buckles and straining bolts for barbed wire fencing.
each set 243.75
16.17 Fencing with R.C.C. post placed at required distance, embedded in cement concrete
blocks, every 15th post, last but one end post and corner post shall be strutted on
both sides and end post one side only, provided with horizontal lines and two
diagonals of barbed wire weighing 9.38 kg per 100 metres (minimum), between the
two posts fitted and fixed with G.I. staples on wooden plugs or G.I. binding wire tied
to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work
and concrete to be paid for separately) :- Payment to be made per metre cost of
total length of barbed wire used.
16.17.1 With G.I. barbed wire metre 12.45

16.18 Fencing with angle iron post placed at required distance embedded in cement
concrete blocks, every 15th post, last but one end post and corner post shall be
strutted on both sides and end post on one side only and provided with horizontal
lines and two diagonals interwoven with horizontal wires, of barbed wire weighing
9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.
staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete
work to be paid for separately). Payment to be made per metre cost of total length
of barbed wire used.
16.18.1 With G.I. barbed wire metre 19.60

16.19 Supplying at site Angle iron post & strut of required size including bottom to be split
and bent at right angle in opposite direction for 10 cm length and drilling holes upto
10 mm dia. etc. complete.
kg 99.95
16.20 Welded steel wire fabric fencing with posts of specified material and of standard
design placed and embedded in cement concrete blocks 45x45x 60 cm of mix 1:5:10
(1 cement:5 fine sand : 10 graded stone aggregate 40 mm nominal size), every 15th
post, last but one end post and corner post shall be strutted on both sides and end
post on one side only and struts embedded in cement concrete blocks 70x45x50 cm
of the same mix, provided with welded steel wire fabric fixed between the posts
fitted and fixed with G.I. staples on wooden plugs or tied to 6 mm bar nibs with G.I.
binding wire (cost of posts, welded steel wire fabric, painting, earth work in
excavation and concrete to be paid for separately).
sqm 55.00
16.21 Engraving letters in hard stone
per cm
height
per letter 8.70
16.22 Providing and fixing 15x15x90 cm boundary stone of hard stone with top 30 cm
chisel dressed on all four sides including top (cost of excavation, refilling and
concrete etc. to be paid for separately).
each 222.40
16.23 Providing and fixing 15 cm dia at top, 20 cm at bottom and 90 cm high precast
reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone
aggregate 20 mm nominal size) boundary stone as per standard design, including
finishing smooth with cement mortar 1:3 (1 cement : 3 fine sand) (cost of
excavation, refilling and concreting to be paid for separately).
each 726.90
16.24 Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement : 1.5
coarse sand : 3 graded stone aggregate 20 mm nominal size) kilometre stone as per
standard design, including finishing smooth in 1:3 cement mortar (1 cement : 3 fine
sand) but excluding the cost of earth work, concrete in foundation, painting and
lettering etc. which shall be paid for separately.
16.24.1 35x111x25 cm size each 2499.40

16.24.2 50x152.5x25 cm size each 4547.15
16.24.3 35x93.5x18 cm size each 1670.60
16.25 Surface dressing on new surface with paving bitumen of grade VG - 10 of approved
quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm
nominal size per 100 sqm of road surface, including consolidation with road roller
of 6 to 8 tonne capacity etc. complete:
sqm 178.15
16.26 Surface dressing on new surface in two coats with bitumen of grade VG -10 of
approved quality using 1.8 kg of bitumen per sqm with 1.5 cum of stone chippings
13.2 mm nominal size per 100 sqm of road surface for first coat and 1.1 kg. of
bitumen per sqm with 1.00 cu. metre of stone chippings 11.2 mm nominal size per
100 sqm of road surface for second coat, including consolidation of each coat
separately with road roller of 6 to 8 tonne capacity etc. complete.
sqm 248.00
16.27 Surface dressing on old surface with hot bitumen of grade VG - 10 of approved
quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm
nominal size per 100 sqm of road surface, including consolidation with road roller
of 6 to 8 tonne capacity, etc. complete.
sqm 137.85
16.28 Surface dressing one coat on new surface with bitumen of specified grade at a rate
of 1.95 kg/sqm of surface area with 1.5 cum of stone chippings 13.2 mm nominal
size per 100 sqm of road surface, including consolidation with road roller of 6 to 8
tonne capacity , etc. complete :
16.28.1 Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to
IS : 8887) sqm 169.80
16.29 Surface dressing one coat on old surface with bitumen of specified grade at the rate
of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal
size per 100 sqm of road surface, including consolidation with road roller of 6 to 8
tonne capacity etc. complete :
16.29.1 Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to
IS : 8887) sqm 107.45
16.30 Providing and applying tack coat using hot straight run bitumen of grade VG - 10,
including heating the bitumen, spraying the bitumen with mechanically operated
spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface
as per specifications :
16.30.1 On W.B.M. @ 0.75 Kg / sqm sqm 45.20

16.30.2 On bituminous surface @ 0.50 Kg / sqm sqm 36.60
16.31 Providing and applying tack coat using bitumen emulsion conforming to IS:8887,
using emulsion pressure distributer including preparing the surface & cleaning with
mechanical broom.
16.31.1 With rapid setting bitumen emulsion
16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 11.60
16.31.1.2 On bituminous surface @ 0.25kg/sqm sqm 7.90
16.31.2 With medium setting bitumen emulsion
16.31.2.1 On W.B.M / W.M.M. @ 0.4kg/sqm sqm 16.35
16.31.2.2 On bituminous surface @ 0.25kg/sqm sqm 10.85
16.32 2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2
mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot
bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively,
including a tack coat with hot straight run bitumen, including consolidation with
road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for
separately).
16.32.1 With paving Asphalt grade VG - 10 heated and then mixed with solvent at the rate
of 70 grams per kg of asphalt sqm 189.25
16.32.2 With paving Asphalt grade VG - 30 with no solvent sqm 211.50
16.32.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 sqm 196.00
16.33 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of
13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot
bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively,
including a tack coat with hot straight run bitumen, including consolidation with
road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for
separately).
16.33.2 With paving Asphalt grade VG - 30 with no solvent sqm 254.80
16.33.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP: 53 sqm 235.45
16.34 2 cm premix carpet surfacing with 2.4 cum of stone chippings 11.2 mm nominal size
per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen content)
complying with IS : 8887, using 96 kg per cum of chippings, including consolidation
with road roller of 6 to 9 tonne capacity etc. complete.
sqm 170.20
16.35 2.5 cm premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size
per 100 sqm and bitumen emulsion (medium setting min. 65% bitumen contents)
complying with IS : 8887, using 96 kg per cum of chippings of road surface,
including consolidation with road roller etc complete.
sqm 205.25
16.36 Providing and laying Bitumen Penetration Macadam with hard stone aggregate of
quality, size and grading as specified, with bitumen of suitable penetration grade,
including required key aggregate as specified, spreading coarse aggregate with the
help of self propelled/ tipper tail mounted aggregate spreader and applying
bitumen by a pressure distributor and then spreading key aggregate with the help
of aggregate spreader complete, including consolidation with road roller of
minimum 8 to 10 tonne capacity to achieve specified values of compaction and
surface accuracy :
16.36.1 For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @
0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10
sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
sqm 414.20
16.36.2 For 75 mm compacted thickness in two layers using stone aggregate of size 63-41
mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18
cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm.
sqm 611.55
16.37 Providing and laying bitumen mastic wearing course (as per specifications) with
industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic
cooker and laid to required level and slope, including providing antiskid surface
with bitumen precoated fine grained hard stone chipping of approved size at the
rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre
in both directions, pressed into surface protruding 1 mm to 4 mm over mastic
surface, including cleaning the surface, removal of debris etc. all complete.
(Considering bitumen using 10.2% as per MORTH specification).
16.37.1 25 mm thick sqm 726.95

16.37.2 40 mm thick sqm 1163.10
16.38 2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone
chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @
1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface
and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over
a tack coat with hot straight run bitumen, including consolidation with road roller of
8 to 10 tonne etc. complete. (tack coat to be paid separately) :
16.38.2 With paving Asphalt grade VG - 30 sqm 331.75
16.38.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53 sqm 299.15
16.39 4 cm thick bitumastic sheet with hot bitumen of approved quality, using stone
chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @
2.60 cum per 100 sqm and coarse sand @ 2.60 cum per 100 sqm of road surface
and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over
a tack coat with hot straight run bitumen, including consolidation with road roller of
8 to 10 tonne etc. complete. (tack coat to be paid separately) :
16.39.2 With paving asphalt grade VG - 30 with no solvent sqm 501.70
16.39.3 With Refinery Modified Bitumen CRMB 55 conforming to IRC: SP : 53 sqm 450.20
16.40 Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and
retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG -
10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm
of road surface, including rolling and finishing with road roller all complete.
sqm 79.85
16.41 Providing and laying seal coat over prepared surface of road with bitumen heated
in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade
VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size
(Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road
surface, including rolling and finishing with power road roller all complete.
sqm 106.10
16.42 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm
nominal size) in pavements, laid to required slope and camber in panels as required
including consolidation finishing and tamping complete.
cum 7399.20
16.43 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi
tracks/ runways, using cement content as per design mix, using coarse sand and
graded stone aggregate of 40 mm nominal size in appropriate proportions as per
approved & specified design criteria, providing dowel bars with sleeve/ tie bars
wherever required, laying at site, spreading and compacting mechanically by using
needle and surface vibrators, levelling to required slope/ camber, finishing with
required texture, including steel form work with sturdy M.S. channel sections,
curing, making provision for contraction/ expansion, construction & longitudinal
joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling
joints with approved joint filler and sealants, complete all as per direction of
Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to
be paid separately).
16.43.1 Cement concrete prepared with batch mixing machine cum 9492.90
16.43.2 Cement concrete manufactured in automatic batching plant (RMC plant) i/c
transportation to site in transit mixer cum 10006.65
16.44 Extra for providing and mixing hardening compound of approved quality as per
manufacturer's specification in cement concrete. litre 48.15
16.45 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC
pavements after making the joints dust free with high pressure air jet cleaners, all
complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall
be made of bitumen hot sealing compound impregnated fibre board having
impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 per cm
for hot sealing bitumen compound grade A.) depth per
cm width
per metre
length 4.70
16.46 Providing and filling in position rubberized bitumen hot sealing compound for
sealing of expansion joints in roads / pavements all complete as per direction of
the Engineer-in-Charge.
16.46.1 Using grade 'A' sealing compound conforming to IS: 1834.
per cm
depth per
cm width
per metre
length 7.50
16.47 Painting runway/taxi track/apron marking with adequate nos of coats to give
uniform finish with road marking paint of superior make as approved by the
Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other
foreign material etc. and lining out complete.
16.47.1 New work (Two or more coats) sqm 158.50

16.47.2 Old work (One or more coats) sqm 101.60
16.48 Painting road surface marking with adequate nos of coats to give uniform finish
with ready mixed road marking paint conforming to IS : 164, on bituminous surface
in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease
and foreign material etc. complete.
16.48.1 New work (Two or more coats) sqm 239.95

16.48.2 Old work (One or more coats) sqm 157.60
16.49 Making bell mouth opening/ entrance of size 100x50x50 cm for drainage pipe
under footpath, including providing cement concrete 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size) for shape of bell mouth,
including plastering providing and fixing precast R.C.C./ S.F.R.C. slab including
plastering with cement mortar 1:3 (1 cement : 3 fine sand) of 6 mm thickness on
exposed surface of the slab & bell mouth including centring, shuttering & neat
cement punning inside the bell mouth etc. all complete.
each 2712.20
16.50 Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall
be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or
ABS having electronically welded micro- prismatic lens with abrasion resistant
coating as approved by Engineer in charge. The glow stud shall support a load of
13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective
surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with
at least 12 cm of reflective area up each side. The luminance intensity should be as
per the specification and shall be tested as described in ASTM I: 809 as
recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface
using the adhesive conforming to IS, as per procedure recommended by the
manufacturer complete and as per direction of Engineer-in-charge.
each 175.50
16.51 Preparation of sub-base road pavement with commercial dry lime (slaked), fly ash
stabilised soil with a mix of 3% lime, 12% fly ash and 85% local suitable soil by
weight, so as to achieve minimum field C.B.R. of 20, including mixing, rolling with
road roller curing etc. all complete.
16.51.1 Minimum thickness 15 cm cum 1321.95

16.52 Providing and fixing precast lime fly ash concrete blocks 1:2:3:6 (1 lime: 2 fly ash : 3
coarse sand : 6 graded stone aggregate 20 mm nominal size), including finishing
with 10mm thick cement mortar 1:3 (1 cement : 3 coarse sand) in foot paths,
including preparation of sub grade with a hand rammer, laying 10 mm thick leveling
course of fine sand (jamuna sand) and filling the joints with fine sand.
cum 12038.85
16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600
mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6
metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed
2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied
with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I.
barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge,
with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile
strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre
(cost of M.S. angle, C.C. blocks shall be paid separately)
metre 303.65
16.54 Providing and laying Dense Graded Bituminous Macadam using crushed stone
aggregates of specified grading, premixed with bituminous binder and filler,
transporting the hot mix to work site by tippers, laying with paver finisher equiped
with electronic sensor to the required grade, level and alignment and rolling with
smooth wheeled, vibratory and tandem rollers as per specifications to achieve the
desired compaction and density, complete as per specificatons and directions of
Engineer-in-Charge.
16.54.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5%

(percentage by weight of total mix) and lime filler @ 2% (percentage by weight of
Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
cum 10013.30
16.54.2 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5%
Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
cum 9930.95
16.55 Providing and laying bituminous macadam using crushed stone aggregates of
specified grading premixed with bituminous binder, transported to site by tippers,
laid over a previously prepared surface with paver finisher equiped with electronic
sensor to the required grade, level and alignment and rolling with smooth wheeled,
vibratory and tandem rollers as per specifications to achieve the desired
compaction and density, complete as per specificatons and directions of Engineer-
in-Charge.
16.55.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50%
(percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-
120 TPH capacity.
cum 7756.40
16.55.2 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50%
(percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90
TPH capacity.
cum 7678.10
16.56 Providing and laying semi- dense Bituminous concrete using crushed stone
aggregates of specified grading, premixed with bituminous binder and filler,
transporting the hot mix to work site by tippers, laying with paver finisher equiped
with electronic sensor to the required grade, level and alignment and rolling with
smooth wheeled, vibratory and tandem rollers to achieve the desired compaction
and density as per specification, complete and as per directions of Engineer-in-
Charge.
16.56.1 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by

weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate)
prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
sqm 249.40
16.56.2 25 mm compacted thickness with bitumen of grade VG- 30 @ 5% (percentage by
weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate)
prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
sqm 247.35
16.57 Providing and laying Bituminous concrete using crushed stone aggregates of
specified grading, premixed with bituminous binder and filler, transporting the hot
mix to work site by tippers, laying with paver finisher equiped with electronic
sensor to the required grade, level and alignment and rolling with smooth wheeled,
vibratory and tandem rollers to achieve the desired compaction and density as per
specification, complete and as per directions of Engineer-in-Charge.
16.57.1 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage
by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate)
prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
cum 10870.75
and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in
Batch Type Hot Mix Plant of 100- 120 TPH capacity.
cum 11399.20
16.57.3 40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5%
cum 9969.20
16.57.4 40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5%
cum 9310.40
prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
cum 10786.70
and waste plastic additive @ 8% (percentage by weight of bitumen) prepared in
drum Type Hot Mix Plant of 60-90 TPH capacity.
cum 11315.15
16.57.7 40/50 mm compacted thickness with bitumen of grade PMB-40 @ 5.5%
Aggregate) prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
cum 9885.15
16.57.8 40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5%
Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
cum 9226.35
16.59 Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm
thick aluminium sheet, face to be fully covered with high intensity encapsulated
type heat activated retro reflective sheeting conforming to type - IV of ASTM-D
4956-01 in blue and silver white or other colour combination including subject
matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted
on substrate by an adhesive backing which shall be activated by applying heat and
pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with
suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S.
angle iron of size 25x25x3 mm along with theft resistant measures, mounted and
fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S.
Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the
bottom end and including making holes in pipes, angles flats, providing & fixing M.S.
message plate of required size, steel work to be painted with two or more coats of
synthetic enamel paint of required shade and of approved brand & manufacture
over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be
painted in black and white colours).Backside of aluminium sheet to be painted with
two or more coats of epoxy paint over and including appropriate priming coat
including all leads and lifts etc. complete as per drawing , specification and direction
of Engineer-in-charge.
16.59.1 Mandatory/ Regulatory sign boards of 900 mm diametre with support length of
3750 mm each 5745.95
16.59.2 Cautionary /warning sign boards of equilateral triangular shape having each side of
900 mm with support length of 3650 mm each 4209.20
16.60 Manufacturing, supplying and fixing retro reflective overhead signage boards made
up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and
encapsulated lens type heat activated retro reflective sheeting conforming to type -
III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as
per IRC : 67-2001 in silver white with blue colour back ground and with high
intensity grade, pasted on substrate by pressure sensitive adhesive backing which
shall be activated by applying pressure conforming to class II of ASTM-D-4956-01
and fixing the same to the plate of structural frame work by means of suitable sized
aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the
periphery as well as in two vertical rows along with theft resistant measures,
including the cost of painting with two or more coats of epoxy paint in grey colour
on the back side of aluminium sheet including appropriate priming coat. The rate
includes the cost of rounding off the corners, lowering down the structural frame
work from the gantry, fixing and erecting the same in position all complete as per
drawings, specification and direction of the engineer-in- charge.(Structural frame
work including M.S. plate to be provided separately. Rectangular area of the sheet
only shall be measured for payment).
16.60.1 Overhead informatory road signage sqm 5609.55

16.61 Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out
of 2 mm thick aluminium sheet, face to be fully covered with high intensity
encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge
. Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on
the boards and with the high intensity grade A. The aluminium sheet to be riveted
to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No.
50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the
frame with adequate anti-theft arrangement .Sheet work to be painted with two or
more coats of synthetic enamel paint over an under coat (primer) and back side of
aluminium sheet to be painted with two or more coats of epoxy paint including
appropriate priming coat complete in all respects as per direction of Engineer-in-
charge.
each 6281.60
16.62 Providing and applying 2.5 mm thick road marking strips (retro- reflective) of
specified shade/ colour using hot thermoplastic material by fully/ semi automatic
thermoplastic paint applicator machine fitted with profile shoe, glass beads
dispenser, propane tank heater and profile shoe heater, driven by experienced
operator on road surface including cost of material, labour, T&P, cleaning the road
surface of all dirt, seals, oil, grease and foreign material etc. complete as per
direction of Engineer-in-charge and accordance with applicable specifications.
sqm 623.80
16.63 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with
cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm
nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed
and consolidated and grouted with fine sand, including finishing the top smooth
etc. complete and as per direction of Engineer-in-charge.
sqm 529.80
16.64 Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm
thick nominal size including spreading, well ramming, consolidating and grouting
with jamuna sand, including finishing smooth etc. complete as per direction of
Engineer- in- charge.
sqm 196.30
16.65 Providing and fixing post delineators made of ABS round body fitted with 2 nos 100
mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly
powder coated anti-rust and anti theft steel to be installed as per direction of
Engineer-in-charge.
each 781.40
16.66 Excavating holes upto 0.10 cum, including getting out the excavated soil, then
returning the soil as deported in layers not exceeding 20 cm in depth, including
consolidating and deposited layer by ramming watering etc., disposing of surplus
excavated soil as directed with in a lead of 50 mm and lift upto 1.5 m.
16.66.1 All kind of soil each 29.95

16.67 Providing and fixing at or near ground level factory made RCC pavement slab of M-
30 grade of size 450x450x50 mm, including reinforcement with 6 mm dia M.S. bars
4 nos on each side, including setting in position in footpath to the required level
and line over a bed of 20 mm average thick cement mortar 1:5 (1 cement : 5 coarse
sand), having joint thickness not more than 5mm except on curve, including filling
of joints with same cement mortar and making grooves etc. complete as per
sqm 1371.20
16.68 Providing and laying 60mm thick faciory made cement concrete interlocking paver
block of M -30 grade made by block making machine with strong vibratory
compaction, of approved size, design & shape, laid in required colour and pattern
over and including 50mm thick compacted bed of coarse sand, filling the joints with
line sand etc. all complete as per the direction of Engineer-in-charge.
sqm 951.00
16.69 Providing and laying at or near ground level factory made kerb stone of M-25 grade
cement concrete in position to the required line, level and curvature, jointed with
cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or
without grooves (thickness of joints except at sharp curve shall not to more than
5mm), including making drainage opening wherever required complete etc. as per
direction of Engineer-in-charge (length of finished kerb edging shall be measured
for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
cum 8613.55
16.70 Providing and fixing G.I. chain link fabric fencing of required width in mesh size
50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers
as required complete as per the direction of Engineer-in-charge.
16.70.1 Made of G.I. wire of dia 4 mm sqm 859.50

16.70.2 Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm
in required colour and shade sqm 901.65
16.71 Providing and fixing G.I. chain link fabric fencing of required width in mesh size
25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia
wire or nuts, bolts and washers as required complete as per the direction of
Engineer-in-charge.
sqm 971.90
16.72 Supplying and stacking of hard stone (for stone pitching) 22.5 cm thick at site.
cum 1060.80
16.73 Dry stone pitching 22.5 cm thick laid in courses and required profile with hammer
dressed stones having no side less than 15 cm, with minimum depth of 20 cm
including preparing the bedding surface etc. all complete. (Payment for Stone to be
made separately).
sqm 542.85
16.74 75 mm thick back filling for pitching including supplying of required materials and
consolidation etc. complete with :
16.74.1 Moorum sqm 82.00
16.74.2 Stone aggregate 20 mm nominal size sqm 175.85
16.74.3 Stone aggregate 40 mm nominal size sqm 167.25
16.75 Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from
batching plant. The ready mixed concrete shall be laid and finished with screed
board vibrator , vacuum dewatering process and finally finished by floating,
brooming with wire brush etc. complete as per specifications and directions of
Engineer-in- charge. (The panel shuttering work shall be paid for separately).
8277.55
16.76 Deduct for using of M-20 grade concrete instead of M-25 grade concrete in C.C.
pavement. cum 191.10
16.77 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of
scarified material within all lifts and lead upto 1km (by mechanical means).
sqm 5.85
16.78 Construction of granular sub-base by providing close graded Material conforming to
specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material
by tippers to work site, for all leads & lifts, spreading in uniform layers of specified
thickness with motor grader on prepared surface and compacting with vibratory
power roller to achieve the desired density, complete as per specifications and
directions of Engineer-in-Charge.
16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR
Value-30 cum 2658.10
16.78.2 With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR
Value-25 cum 2775.65
16.78.3 With material conforming to Grade-III (size range 26.5 mm to 0.075 mm ) having
CBR Value-20 cum 2612.95
16.79 Providing, laying, spreading and compacting graded stone aggregate (size range 53
mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing
the material with water at OMC in for all leads & lifts, laying in uniform layers with
mechanical paverfinisher in sub- base / base course on well prepared surface and
compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired
density, complete as per specifications and directions of Engineer-in-Charge.
cum 2803.65
16.80 Construction of dry lean cement concrete sub base over a prepared sub-grade with
coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not
exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation
after blending to be as per specifications, cement content not to be less than 150
Kg/cum, optimum moisture content to be determined during trial length
construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a
batching plant, transported to site, for all leads & lifts, laid with a mechanical paver,
compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as
per direction of Engineer- in- charge.
cum 4130.55
16.81 Providing and erecting 2.00 metre high temporary barricading at site; each panel of
size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube
posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The
sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels
shall be made so that gap of 50cm above the ground is available making overall
height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at
the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long
MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the
barricading to avoid from overturning by providing 250mm long expansion
fasteners at both ends. The work shall be executed as per drawing/direction of
Engineer-in-Charge which includes writing and painting, arrangement for traffic
diversion such as traffic signals during construction at site for day and night, glow
lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-
Charge. The barricading provided shall be retained in position at site continuously
i/c shifting of barricading from one location to another location as many times as
required during the execution of the entire work till its completion. Rate include its
maintenance for damages, painting, all incidentals, labour materials, equipments
and works required to execute the job. The barricading shall not be removed
without prior approval of Engineer- in-Charge. (Note :- One time payment shall be
made for providing barricading from start of work till completion of work i/c metre 2827.40
shifting. The barricading provided shall remain to be the property of the contractor
16.82 Taking out existing kerb stones of all types from footpath/ central verge, including
removal of mortar etc., disposal of unserviceable material to the dumping ground,
for which payment shall be made separately and stacking of serviceable material
within 50 metre lead as per direction of Engineer-in-Charge.
metre 32.40
16.83 Taking out existing CC interlocking paver blocks from footpath/ central verge,
including removal of rubbish etc., disposal of unserviceable material to the dumping
ground, for which payment shall be made separately and stacking of serviceable
material within 50 metre lead as per direction of Engineer-in-Charge.
sqm 108.65
16.84 Laying old cement cocrete interlocking paver blocks of any design/ shape laid in
required line, level, curvature, colour and pattern over and including 50 mm thick
compacted bed of coarse sand, filling the joints with fine sand etc. all complete as
per the direction of Engineer- in-charge. (Old CC paver blocks shall be supplied by
the department free of cost).
sqm 362.30
16.85 Laying at or near ground level old kerb stones of all types in position to the required
line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse
sand), including making joints with or without grooves (thickness of joints, except at
sharp curve, shall not be more than 5 mm), including making drainage opening
wherever required etc. complete as per direction of Engineer-in-charge. (Length of
finished kerb edging shall be measured for payment). (Old kerb stones shall be
supplied by the department free of cost)
metre 90.85
16.86 Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and
pre polished machine cut granite stone of required size and shape of approved
shade, colour and texture in footpath, flooring cut granite stone of required size
and shape of approved shade, colour and texture in footpath, flooring in road side
plazas and similar locations, laid over 20mm thick base of cement mortar 1:4
(1cement : 4 coarse sand) including grouting the joints with white cement mixed
with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-
in-Charge.
16.86.1 With granite stone of area less than 0.50 sqm. sqm 4115.80
16.87 Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and
pre polished machine cut granite stone of required size and shape of approved
shade, colour and texture in footpath, flooring in road side plazas and similar
locations, laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse
sand) including grouting the joints with white cement mixed with matching
pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
16.87.1 With granite stone of colour black, cherry/ruby red of area less than 0.50 sqm.
sqm 4256.30
16.87.2 With granite stone of all colour except black, cherry/ruby red of area less than 0.50
sqm. sqm 4537.25
16.88 Providing and laying matt finished vitrified tile of size 100x100x16mm having water
absorption less than 0.5% and conforming to IS: 15622 of approved make in all
colours and shades in out door floors such as footpath, court yard multi models
etc., laid on 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) in all
shapes & patterns including grouting the joints with white cement mixed with
matching pigments etc. complete as direction of Engineer-in-Charge.
sqm 1866.20
16.89 Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with
water absorption less than 0.5% and conforming to IS: 15622 of approved make in
all colours and shades in for outdoor floors such as footpath, court yard, multi
modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4
coarse sand) in all shapes & patterns including grouting the joints with white
cement mixed with matching pigments etc. complete as per direction of Engineer-
in-Charge.
sqm 1250.75
16.90 Providing and laying tactile tile (for vision impaired persons as per standards) of size
300x300x9.8mm having with water absorption less than 0.5% and conforming to
IS:15622 of approved make in all colours and shades in for outdoor floors such as
footpath, court yard, multi modals location etc., laid on 20mm thick base of cement
mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the
joints with white cement mixed with matching pigments etc. complete as per
sqm 1719.00
16.91 Providing and laying factory made chamfered edge Cement Concrete paver blocks
in footpath, parks, lawns, drive ways or light traffic parking etc, of required
strength, thickness & size/ shape, made by table vibratory method using PU mould,
laid in required colour & pattern over 50mm thick compacted bed of sand,
compacting and proper embedding/laying of inter locking paver blocks into the
sand bedding layer through vibratory compaction by using plate vibrator, filling the
joints with sand and cutting of paver blocks as per required size and pattern,
finishing and sweeping extra sand. complete all as per direction of Engineer-in-
Charge.
16.91.1 60mm thick cement concrete paver block of M-35 grade with approved colour,
design & pattern. sqm 932.35
16.91.2 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
sqm 1011.20
16.92 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed
on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1
cement : 4 coarse sand) with joints 10mm wide filled with same mortar including
ruled pointing etc. complete as per direction of engineer-in-charge.
sqm 1871.80
16.93 Providing and placing in position 100 mm thick factory made machine batched &
machine mixed Precast RCC Rectangular Covers on drains of footpath of various
sizes, of M-25 grade cement concrete for RCC work, including cost of centering,
shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum
100mm c/c on both ways , neat cement punning on finished surface, properly
encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over
priming coat , reinforcement to be welded at edges with MS sheet and providing 2
Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site
etc. all complete as per direction of Engineer-in-Charge.
sqm 2617.15
16.94 Providing & making Gabion structure with Mechanically Woven Double Twisted
Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause
2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc
coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions
at every 1m interval and shall have minimum 10 numbers of openings per meter of
mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @
3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm,
as per drawing, all complete as per direction of Engineer-in-charge.
cum 3727.70
2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%)
Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged
with partitions at every 1m interval and shall have minimum 10 numbers of
openings per meter of mesh perpendicular to twist, tying with lacing wire of
diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with
boulders with least dimension of 200 mm, as per drawing, all complete as per
directions of Engineer-in- charge.
cum 3857.20
2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%),
Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD),
mechanically edged/ selvedged with partitions at every 1m interval and shall have
minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying
with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion
boxes, filled with boulders with least dimension of 200 mm, as per drawing, all
complete as per directions of Engineer- in-charge.
cum 4151.55
17 SANITARY INSTALLATIONS
17.1 Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm
sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including
flush pipe, with manually controlled device (handle lever) conforming to IS : 7231,
with all fittings and fixtures complete, including cutting and making good the walls
and floors wherever required:
17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type
foot rests each 5781.35
17.1.2 Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with
flush pipe and integrated type foot rests each 10076.15
17.2 Providing and fixing white vitreous china pedestal type water closet (European type
W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including
flush pipe, with manually controlled device (handle lever), conforming to IS : 7231,
with all fittings and fixtures complete, including cutting and making good the walls
and floors wherever required :
17.2.1 W.C. pan with ISI marked white solid plastic seat and lid each 5540.55
17.2.2 W.C. pan with ISI marked black solid plastic seat and lid each 5426.80
17.3 Providing and fixing white vitreous china pedestal type water closet (European
type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P.
flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement
with specials of standard make and mosquito proof coupling of approved municipal
design complete, including painting of fittings and brackets, cutting and making
good the walls and floors wherever required :
17.3.1 W.C. pan with ISI marked white solid plastic seat and lid each 6941.30
17.3.2 W.C. pan with ISI marked black solid plastic seat and lid each 6827.55
17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front
urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with
automatic flushing cistern with standard flush pipe and C.P. brass spreaders with
brass unions and G.I clamps complete, including painting of fittings and brackets,
cutting and making good the walls and floors wherever required :
17.4.1 One urinal basin with 5 litre white P.V.C. automatic flushing cistern each 5268.85
17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern
each 8115.55
17.4.3 Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
each 11256.40
17.4.4 Range of four urinal basins with 10 litre white P.V.C. automatic flushing cistern
each 15564.35
17.5 Providing and fixing white vitreous china flat back half stall urinal of size
580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard
size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with
waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P.
brass, including painting of fittings and cutting and making good the walls and floors
wherever required :
17.5.1 Single half stall urinal with 5 litre P.V.C. automatic flushing cistern each 10128.30
17.5.2 Range of two half stall urinals with 5 litre P.V.C. automatic flushing cistern each 15115.40
17.5.3 Range of three half stall urinals with 10 litre P.V.C. automatic flushing cistern
each 18546.45
17.5.4 Range of four half stall urinals with 10 litre P.V.C. automatic flushing cistern
each 21880.95
17.6 Providing and fixing one piece construction white vitreous china squatting plate
with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern,
with fittings, standard size G.I. / PVC flush pipe for back and front flush with
standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete,
including painting of fittings and cutting and making good the walls and floors etc.
wherever required :
17.6.1 Single squatting plate with 5 litre P.V.C. automatic flushing cistern each 7752.60
17.6.2 Range of two squatting plates with 5 litre P.V.C. automatic flushing cistern each 11281.10
17.6.3 Range of three squatting plates with 10 litre P.V.C. automatic flushing cistern
each 14817.35
17.6.4 Range of four squatting plates with 10 litre P.V.C. automatic flushing cistern each 17784.35
17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32
mm C.P. brass waste of standard pattern, including painting of fittings and brackets,
cutting and making good the walls wherever require:
17.7.1 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass
pillar taps each 3392.85
17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass
pillar tap each 2965.60
17.7.3 White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass
pillar taps each 3158.70
17.7.4 White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P.
brass pillar tap each 2731.45
17.7.5 White Vitreous China Angle back wash basin size 600 x 480 mm with single 15mm
C.P. brass pillar tap each 2965.60
17.7.6 White Vitreous China Angle back wash basin size 400 x 400 mm with single 15 mm
C.P. brass pillar tap each 2564.20
17.7.7 White Vitreous China Flat back wash basin size 450x 300 mm with single 15mm C.P.
17.7.8 White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of
15 mm C.P. brass pillar taps with elbow including operated levers each 4322.70
17.7.9 White Vitreous China Surgeon type wash basin of size 660x460 mm with single 15
mm C.P. brass pillar taps with elbow operated levers ISI Marked each 3681.40
17.7.10 Stainless Steel AISI-304(18/8) Round basin 405x355 mm with single 15 mm C.P.
17.7.11 Stainless Steel AISI-304(18/8) Wash basin 530x345 mm with single 15 mm C.P. brass
pillar tap each 4671.45
17.7A Providing and fixing wash basin with C.I. brackets, 15 mm dia CP Brass single hole
basin mixer of approved quality and make, including painting of fittings and
brackets, cutting and making good the walls wherever required:- (a) White Vitreous
China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer
each 4542.40
17.7B Providing and fixing wash basin with C.I. brackets, 15 mm PTMT pillar cock, 32 mm
PTMT waste coupling of standard pattern, including painting of fittings and
brackets, cutting and making good the walls wherever required. White Vitreous
China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock.
each 2521.85
17.8 Providing and fixing white vitreous china pedestal for wash basin completely
recessed at the back for the reception of pipes and fittings. each 1500.05
17.9 Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber
plug, 40 mm C.P. brass waste complete, including painting the fittings and brackets,
cutting and making good the walls wherever required:
17.9.1 White glazed fire clay kitchen sink of size 600x450x 250 mm each 3302.95
17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with
C.I. brackets and stainless steel plug 40 mm, including painting of fittings and
brackets, cutting and making good the walls wherever required :
17.10.1 Kitchen sink with drain board

17.10.1.1 510x1040 mm bowl depth 250 mm each 6008.45
17.10.2 Kitchen sink without drain board
17.11 Providing and fixing white vitreous china laboratory sink with C.I. brackets, C.P.
brass chain with rubber plug, 40 mm C.P brass waste and 40mm C.P. brass trap with
necessary C.P. brass unions complete, including painting of fittings and brackets,
cutting and making good the wall wherever required :
17.11.1 Size 450x300x150 mm each 4272.95

17.11.2 Size 600x450x200 mm each 5610.85
17.12 Providing and fixing draining board with C.I. brackets including painting of brackets,
cutting and making good the walls wherever required :
17.12.1 White glazed fire clay draining board of size 600x450x 25 mm each 1351.65
17.13 Providing and fixing white vitreous china water closet squatting pan (Indian type) :
17.13.1 Long pattern W.C. pan of size 580 mm each 1667.80

17.13.2 Orissa pattern W.C. pan of size 580x440 mm each 2758.20
17.14 Extra for using coloured W.C. pan instead of white W.C. pan :
17.14.1 Orissa pattern W.C. pan 580x440 mm each 414.75
17.15 Providing and fixing white vitreous china pedestal type (European type/ wash down
type) water closet pan. each 2403.65
17.16 Extra for using coloured pedestal type W.C pan (European type) with low level
cistern of same colour instead of white vitreous china W.C pan and cistern.
each 167.25
17.16A Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long
with S.S. triangular plate to Eureopean type W.C. of quality and make as approved
by Engineer - in - charge.
each 299.35
17.17 Providing and fixing a pair of white vitreous china foot rests of standard pattern for
squatting pan water closet :
17.17.1 250x130x30 mm pair 219.60
17.17.2 250x125x25 mm pair 223.60
17.18 Providing and fixing P.V.C. low level flushing cistern with manually controlled device
(handle lever) conforming to IS : 7231, with all fittings and fixtures complete.
17.18.1 10 litre capacity - White each 1023.05

17.18.2 10 litre capacity - coloured each 989.60
17.19 Providing and fixing controlled flush, low level cistern made of vitreous china with
all fittings complete.
17.19.1 10 litre (full flush) capacity-white each 1930.85
17.19.2 10 litre (full flush) capacity-coloured each 2532.95
17.20 Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :
17.20.1 White solid plastic seat with lid each 586.55

17.20.2 Black solid plastic seat with lid each 472.80
17.20.3 Coloured (other than black & white) solid plastic seat with lid each 506.25
17.22 Providing and fixing G.I. inlet connection for flush pipe connecting with W.C. pan.
each 131.65
17.22A Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make
and as per the direction of Engineer-in-charge. each 886.25
17.22B Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make
as approved by Engineer in charge. (a) 15 mm nominal dia each 6119.15
17.23 Providing and fixing white vitreous china flat back or wall corner type lipped front
urinal basin of 430x260x350 mm or 340x410x265 mm sizes respectively.
each 1382.30
17.24 Providing and fixing white vitreous china squatting plate urinal with integral rim
longitudinal flush pipe. each 3389.35
17.25 Providing and fixing white vitreous china wash basin including making all
connections but excluding the cost of fittings :
17.25.1 Flat back wash basin of size 630x450 mm each 1149.60
17.25.3 Angle back wash basin of size 600x480 mm each 1149.60
17.25.4 Angle back wash basin of size 400x400 mm each 748.20
17.25.6 Surgeon type wash basin of size 660x460 mm each 1651.30
17.26 Providing and fixing kitchen sink including making all connections excluding cost of
fittings.
17.26.1 White glazed fire clay sink of size 600x450x250 mm each 1884.60
17.27 Providing and fixing white vitreous china laboratory sink including making all
connections excluding cost of fittings :
17.27.1 Size 450x300x150 mm each 2152.20
17.27.2 Size 600x450x200 mm each 3490.15
17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste
fittings complete.
17.28.1 Semi rigid pipe
17.28.1.1 32 mm dia each 90.95
17.28.1.2 40 mm dia each 101.65
17.28.2 Flexible pipe
17.28.2.1 32 mm dia each 104.35
17.28.2.2 40 mm dia each 104.35
17.29 Providing and fixing 100 mm sand cast Iron grating for gully trap. each 45.25
17.30 Providing and fixing in position 25 mm diameter mosquito proof coupling of
approved municipal design. each 45.30
17.31 Providing and fixing 600x450 mm beveled edge mirror of superior glass (of
approved quality) complete with 6 mm thick hard board ground fixed to wooden
cleats with C.P. brass screws and washers complete.
each 1411.15
17.32 Providing and fixing mirror of superior glass (of approved quality) and of required
shape and size with plastic moulded frame of approved make and shade with 6 mm
thick hard board backing :
17.32.1 Circular shape 450 mm dia each 1248.60
17.32.2 Rectangular shape 453x357 mm each 1158.95
17.32.3 Oval shape 450x350 mm (outer dimensions) each 1157.40
17.32.4 Rectangular shape 1500x450 mm each 1817.20
17.33 Providing and fixing 600x120x5 mm glass shelf with edges round off, supported on
anodised aluminium angle frame with C.P. brass brackets and guard rail complete
fixed with 40 mm long screws, rawl plugs etc., complete.
each 942.15
17.34 Providing and fixing toilet paper holder :
17.34.1 C.P. brass each 680.80
17.34.2 Vitreous china each 463.00
17.35 Providing and fixing soil, waste and vent pipes :
17.35.1 100 mm dia
17.35.1.1 Sand cast iron S&S pipe as per IS: 1729 metre 1018.05
17.35.1.2 Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989 metre 1077.40
17.35.1.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside
IS:15905 metre 1061.25
17.35.2 75 mm diameter :
17.35.2.1 Sand cast iron S&S pipe as per IS: 1729 metre 931.55
17.35.2.2 Centrifugally cast (spun) iron socketed pipe as per IS: 3989 metre 1042.10
17.35.2.3 Hubless centrifugally cast (spun) iron pipes epoxy coated inside & outside IS:15905
metre 867.55
17.36 Providing and filling the joints with spun yarn, cement slurry and cement mortar 1:2
( 1 cement : 2 fine sand) in S.C.I./ C.I. Pipes :
17.36.1 75 mm dia pipe each 138.70
17.36.2 100 mm dia pipe each 163.45
17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast
iron/cast iron (spun) pipe embedded in and including cement concrete blocks
10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size), including cost of cutting holes and making good the walls etc. :
17.37.1 For 100 mm dia pipe each 308.45

17.37.2 For 75 mm dia pipe each 304.45
17.38 Providing and fixing bend of required degree with access door, insertion rubber
washer 3 mm thick, bolts and nuts complete.
17.38.1 100 mm dia
17.38.1.1 Sand cast iron S&S as per IS - 1729 each 530.70
17.38.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per IS:15905
each 550.80
17.38.2 75 mm dia
17.38.2.2 Sand cast iron S&S as per IS- 3989 each 453.40
each 440.00
17.39 Providing and fixing plain bend of required degree.
17.39.1 100 mm dia
17.39.1.2 Sand cast iron S&S as per IS : 3989 each 439.75
each 346.05
17.39.2 75 mm dia
17.39.2.1 Sand cast iron S&S as per IS -1729 each 311.55
each 244.70
17.40 Providing and fixing heel rest sanitary bend
17.40.1 100 mm dia
17.40.2 75 mm dia
17.41 Providing and fixing double equal junction of required degree with access door,
insertion rubber washer 3 mm thick, bolts and nuts complete :
17.41.1 100x100x100x100 mm
17.41.2 75x75x75x75 mm
17.42 Providing and fixing double equal plain junction of required degree.
17.42.1 100x100x100x100 mm
each 720.70
17.42.2 75x75x75x75 mm
each 398.55
17.43 Providing and fixing single equal plain junction of required degree with access door,
insertion rubber washer 3 mm thick, bolts and nuts complete.
17.43.1 100x100x100 mm
17.43.2 75x75x75 mm
17.44 Providing and fixing single equal plain junction of required degree :
17.44.1 100x100x100 mm
17.44.1.3 Hubless centrifugally cast (spun) iron epoxy coated inside & outside as per
IS:15905 each 573.50
17.44.2 75x75x75 mm
each 318.25
17.45 Providing and fixing double unequal junction of required degree with access door,
insertion rubber washer 3 mm thick, bolts and nuts complete:
17.45.1 100x100x75x75 mm
17.46 Providing and fixing double unequal plain junction of required degree :
17.46.1 100x100x75x75 mm
each 573.50
17.47 Providing and fixing single unequal junction of required degree with access door,
insertion rubber washer 3 mm thick, bolts and nuts complete :
17.47.1 100x100x75 mm
17.48 Providing and fixing single unequal plain junction of required degree :
17.48.1 100x100x75 mm
each 540.10
17.49 Providing and fixing double equal plain invert branch of required degree:
17.49.1 100x100x100x100 mm
17.49.1.2 Sand cast iron S&S as per IS 3989 each 760.85
each 874.55
17.49.2 75x75x75x75 mm
17.50 Providing and fixing single equal plain invert branch of required degree :
17.50.1 100x100x100 mm
17.50.1.1 Sand cast iron S&S as per iron 1729 each 620.35
each 560.15
17.50.2 75x75x75 mm
each 378.45
17.51 Providing and fixing double unequal invert branch of required degree :
17.51.1 100x100x75x75 mm
17.52 Providing and fixing single unequal plain invert branch of required degree :
17.52.1 100x100x75 mm
each 613.65
17.53 Providing and fixing sand cast iron S&S off sets as per IS: 1729
17.53.1 76 mm off sets
17.53.1.1 With 75 mm dia pipe each 324.95
17.53.2 114 mm off sets
17.53.3 152 mm off sets
17.53A Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside &
outside as per IS:15905
17.53A.1 65 mm offsets
17.53A.1.1 With 100 mm dia pipe each 512.25
17.53A.1.2 With 75 mm dia pipe each 425.30
17.54 Providing and fixing sand cast iron S&S off sets as per IS: 3989 :
17.54.1 75 mm off sets
17.54.2 150 mm off sets
17.54A Providing and fixing Hubless centrifugally cast iron offsets epoxy coated inside &
outside as per IS:15905
17.54A.1 130 mm offsets
17.54A.1.1 With 100 mm dia each 627.05
17.54A.1.2 With 75 mm dia each 445.35
17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts
complete :
17.55.1 100 mm
17.55.2 75 mm
17.56 Providing and fixing terminal guard :
17.56.1 100 mm
each 399.60
17.56.2 75 mm
17.57 Providing and fixing collar :
17.57.1 100 mm
17.57.2 75 mm
17.57A Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe
17.57A.1 100 mm dia

17.57A.1.1 SS 304 grade coupling with EPDM rubber gasket each 406.30
17.57A.2 75 mm dia
17.57A.2.1 SS 304 grade coupling with EPDM rubber gasket each 365.10
17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes
and fittings of diameter :
17.58.1 100 mm each 549.65
17.58.2 75 mm each 466.40
17.58.3 50 mm each 376.85
17.59 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast
(spun) iron pipes of diameter :
17.59.1 100 mm each 128.65
17.59.2 75 mm each 80.10
17.59.3 50 mm each 73.75
17.60 Providing and fixing trap of self cleansing design with screwed down or hinged
grating with or without vent arm complete, including cost of cutting and making
good the walls and floors :
17.60.1 100 mm inlet and 100 mm outlet
17.60.1.1 Sand cast iron S&S as per IS: 3989 each 1604.10
17.60.1.2 Sand Cast Iron S&S as per IS: 1729 each 1403.45
each 760.85
17.60.2 100 mm inlet and 75 mm outlet
17.60.2.2 Sand Cast Iron S&S as per IS- 1729 each 1296.40
each 553.45
17.61 Cutting chases in brick masonry walls for following diameter sand cast
iron/centrifugally cast (spun) iron pipes and making good the same with cement
concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm
nominal size), including necessary plaster and pointing in cement mortar 1:4 (1
cement : 4 coarse sand) :
17.61.1 100 mm dia metre 615.70

17.61.2 75 mm dia metre 442.20
17.61.3 50 mm dia metre 287.50
17.62 Painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and
white paint over a coat of zinc chromate yellow primer (of approved quality ) on the
outside surface of the cistern, flush pipe, other fittings, etc. complete for new work.
each 844.70
17.63 Re-painting C.I. cistern with bitumastic or any other anti-corrosive paint inside and
white paint on the outside surface of the cistern, flush pipe, other fittings, etc.
complete, including polishing of wooden seat and lid and cleaning of W.C. pan with
acid wherever necessary.
each 560.65
17.64 Repainting C.I. cistern with synthetic enamel paint of approved colour, brand and
manufacture on the outside surface of cistern, flush pipe, other fittings etc.
complete.
each 244.00
17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and
fittings with two coats of synthetic enamel paint of any colour such as chocolate
grey, or buff etc. over a coat of primer (of approved quality) for new work :
17.65.1 100 mm diameter pipe metre 69.55

17.66 Repainting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes
and fittings with one coat of synthetic enamel paint of any colour such as chocolate,
grey or buff etc :
17.67 Repainting bath tub of size 1700x730x430 mm with enamel paint. each 684.45
17.68 Providing and fixing vitreous china dual purpose closet suitable for use as squatting
pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with
C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting
and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard
make and mosquito proof coupling of approved municipal design complete,
including painting of fittings and brackets, cutting and making good the walls and
floors wherever required:
17.68.1 White vitreous china dual purpose WC pan with white solid plastic seat and lid with
white vitreous china flushing cistern and C.P. flush bend. each 10326.65
17.69 Providing and fixing PTMT Waste Coupling for wash basin and sink, of approved
quality and colour.
17.69.1 Waste coupling 31 mm dia of 79 mm length and 62mm breadth weighing not less
than 45 gms each 103.00
17.69.2 Waste coupling 38 mm dia of 83 mm length and 77mm breadth, weighing not less
17.70 Providing and fixing PTMT Bottle Trap for Wash basin and sink.
17.70.1 Bottle trap 31mm single piece moulded with height of 270 mm, effective length of
tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25
mm minimum water seal, weighing not less than 260 gms
each 325.10
17.70.2 Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of
tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25
mm minimum water seal, weighing not less than 263 gms
each 325.10
17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and
112 mm distance from wall of standard shape with bracket of the same materials
with snap fittings of approved quality and colour, weighing not less than 105 gms.
each 146.30
17.72 Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide
with minimum distances of 37 mm from wall face with concealed fittings
arrangement of approved quality and colour, weighing not less than 88 gms.
each 204.70
17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats
with CP brass screws with concealed fittings arrangement of approved quality and
colour.
17.73.1 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective
height of 88 mm, weighing not less than 170 gms each 573.60
17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective
height of 88 mm, weighing not less than 190 gms. each 600.35
17.74 Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of
approved quality and colour, weighing not less than 300 gms. each 607.05
17.75 Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2"
BSP thread and shapes, weighing not less than 60 gms. each 92.75
17.76 Providing and fixing PTMT urinal cock of approved quality and colour.
17.76.1 15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female
threads weighing not less than 48 gms each 149.95
17.77 Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/
cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of
specified shape, projecting 75 mm outside the wall surface and fixed on wall with
4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick
wall/ CC/ RCC surface and the cost of bolts etc. The pipes shall be fixed to the
already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of
specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts,
& washers of size 25x6 mm, one bolts on each side of the pipe.
17.77.1 Total bracket length 580 mm of approved shape and design (for single 100 mm dia
pipe) each 247.95
17.77.2 Total bracket length 810 mm of approved shape and design (for two 100 mm dia
pipes) each 306.90
17.77.3 Total bracket length 1040 mm of approved shape and design (for three 100 mm dia
pipes) each 365.65
17.78 Providing and fixing white vitreous china extended wall mounting water closet of
size 780x370x690 mm of approved shape including providing & fixing white
vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre
(adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts
and gasket etc complete.
each 13036.55
17.79 Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm
having antibacterial /germs free ceramic surface, fixed with cartridge having debris
catcher and hygiene seal.
each 15968.65
17.80 Providing and fixing white vitreous china battery based infrared sensor operated
urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water
(250 ml & 500 ml consumption), having water inlet from back side, including fixing
to wall with suitable brackets all as per manufacturers specification and direction of
Engineer-in-charge.
each 7004.45
17.81 Providing and fixing floor mounted, white vitreous china single piece, double traps
syphonic water closet of approved brand/make, shape, size and pattern including
integrated white vitreous china cistern of capacity 10 litres with dual flushing
system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts
and gasket etc including making connection with the existing P/S trap, complete in
all respect as per directions of Engineer-in-Charge.
each 16100.40
18 WATER SUPPLY
18.1 Providing and fixing Polyethelene-Aluminium-Polyethelene PE-AL- PE Composite
Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having
thermal stability for hot & cold water supply, capable to withstand temperature up
to 80°C, including all special fittings of composite material (engineering plastic
blend and brass inserts wherever required) e.g. elbows, tees, reducers, couplers &
connectors etc., with clamps at 1.00 metre spacing. This includes testing of joints
complete as per direction of the Engineer-in-charge. INTERNAL WORK - EXPOSED
ON WALL
18.1.1 1216 (16 mm OD) pipe metre 294.55

18.1.2 1620 (20 mm OD) pipe metre 327.20
18.1.3 2025 (25 mm OD) pipe metre 429.45
18.1.4 2532 (32 mm OD) pipe metre 527.05
18.1.5 3240 (40 mm OD) pipe metre 761.35
18.1.6 4050 (50 mm OD) pipe metre 900.45
18.2 Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL- PE Composite
connectors etc., with clamps at 1.00 metre spacing. This includes the costs of
cutting chases and including testing of joints complete as per direction of the
engineer in charge. Concealed work, including cutting chases and making good the
wall etc.
18.2.1 1216 (16 mm OD) pipe metre 513.75

18.2.2 1620 (20 mm OD) pipe metre 537.15
18.2.3 2025 (25 mm OD) pipe metre 654.20
18.2.4 2532 (32 mm OD) pipe metre 747.85
18.3 Providing and fixing Polyethelene-Aluminium- Polyethelene PE-AL- PE Composite
connectors etc., with trenching, refilling and testing of joints complete as per
direction of the engineer in charge. External work
18.3.1 1216 (16 mm OD) pipe metre 275.25

18.3.2 1620 (20 mm OD ) pipe metre 292.65
18.3.3 2025 (25 mm OD ) pipe metre 379.60
18.3.4 2532 (32 mm OD ) pipe metre 449.20
18.3.5 3240 (40 mm OD ) pipe metre 646.20
18.3.6 4050 (50 mm OD ) pipe metre 785.35
18.4 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes
confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having
thermal stability for hot & cold water supply, including all PP - R plain & brass
threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m
spacing. This includes testing of joints complete as per direction of Engineer-in-
Charge. Internal Exposed on walls
18.4.1 PN - 16 Pipe, 20mm OD (SDR-7.4) metre 254.95

18.4.5 PN - 10 Pipe, 50mm OD (SDR-11) metre 666.65
confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having
threaded polypropylene random fittings, i/c fixing the pipe with clamps at 1.00 m
spacing. This includes the cost of cutting chases and making good the same
including testing of joints complete as per direction of Engineer-in-Charge.
Concealed work,including cutting chases and making good the wall etc.

confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having
threaded polypropylene random fittings, including trenching, refilling & testing of
joints complete as per direction of Engineer-in-Charge. External work

18.6.2 PN - 16 Pipe, 25 mm OD (SDR-7.4) metre 268.20
18.6.5 PN - 10 Pipe, 50 mm OD (SDR-11) metre 568.60
18.6A Providing and fixing PPR Unions
18.6A.1 PPR Union 20mm each 295.75
18.7 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal
stability for hot & cold water supply, including all CPVC plain & brass threaded
fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes
jointing of pipes & fittings with one step CPVC solvent cement and testing of joints
complete as per direction of Engineer in Charge. Internal work - Exposed on wall
18.7.1 15 mm nominal dia Pipes metre 255.90

stability for hot & cold water supply, including all CPVC plain & brass threaded
fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of
pipes & fittings with one step CPVC solvent cement and the cost of cutting chases
and making good the same including testing of joints complete as per direction of
Engineer in Charge. Concealed work, including cutting chases and making good the
walls etc.

stability for hot & cold water supply including all CPVC plain & brass threaded
fittings This includes jointing of pipes & fittings with one step CPVC solvent cement,
trenching, refilling & testing of joints complete as per direction of Engineer in
Charge. External work

18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and
making good the walls etc. Internal work - Exposed on wall
18.10.1 15 mm dia nominal bore metre 304.15
18.11 Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making
good the walls etc. concealed pipe, including painting with anti corrosive bitumastic
paint, cutting chases and making good the wall :
18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and
refilling etc. External work
18.13 Making connection of G.I. distribution branch with G.I. main of following sizes by
providing and fixing tee, including cutting and threading the pipe etc. complete :
18.13.1 25 to 40 mm nominal bore each 757.10

18.13.2 50 to 80 mm nominal bore each 1513.70
18.14 Fixing water meter and stop cock in G.I. pipe line including cutting and threading
the pipe and making long screws etc. complete (cost of water meter and stop cock
each 670.15
18.15 Providing and fixing brass bib cock of approved quality :
18.15.1 15 mm nominal bore each 303.85
18.16 Providing and fixing brass stop cock of approved quality :
18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality
(screwed end) :
18.17.1A 20 mm nominal bore each 461.75
18.17.2 32 mm nominal bore. each 589.90
18.18 Providing and fixing ball valve (brass) of approved quality, High or low pressure,
with plastic floats complete :
18.19 Providing and fixing gun metal non- return valve of approved quality (screwed end) :
18.19.1 25 mm nominal bore

18.19.1.1 Horizontal each 506.65
18.19.1.2 Vertical each 573.50
18.19.2.2 Vertical each 777.90
18.19.3.2 Vertical each 1049.20
18.19.4.2 Vertical each 1320.80
18.19.5.2 Vertical each 2127.25
18.19.6.2 Vertical each 3536.15
18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping
the main :
18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :
18.21.1 30 cm length
18.21.1.1 15 mm nominal bore each 74.80
18.21.2 45 cm length
18.22 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
18.23 Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost
of pipe). quintal 298.50
18.24 Laying in position S&S or flanged C.I. special such as tees, bends, collars, tapers and
caps etc.(excluding cost of specials). quintal 546.00
18.25 Providing and laying S&S C.I. standard specials such as tees, bends, collars, tapers,
caps etc. (Heavy class):
18.25.1 Up to 300 mm dia quintal 5649.65
18.25.2 Over 300 mm dia quintal 5649.65
18.26 Providing and laying flanged C.I. standard specials such as tees, bends, collars,
tapers, caps etc., suitable for flanged jointing as per IS : 1538 :
18.26.2 Over 300 mm dia quintal 7589.65
18.27 Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming
to IS - 1536 :
18.27.1 100 mm dia pipe metre 1210.50
18.27.2 125 mm dia pipe metre 1511.00
18.27.3 150 mm dia pipe metre 1824.70
18.27.4 200 mm dia pipe metre 3083.65
18.27.5 250 mm dia pipe metre 4030.50
18.27.6 300 mm dia pipe metre 5427.45
18.27.7 350 mm dia pipe metre 6519.65
18.27.8 400 mm dia pipe metre 8572.95
18.27.9 450 mm dia pipe metre 10380.20
18.27.10 500 mm dia pipe metre 12049.40
18.27.11 600 mm dia pipe metre 16832.90
18.28 Providing lead caulked joints to spun iron or C.I. pipes and specials, including testing
of joints but excluding the cost of pig lead :
18.28.1 100 mm diameter pipe each 410.25
18.29 Supplying pig lead at site of work. quintal 28116.20
18.30 Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including
testing of joints :
18.31 Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber
insertions etc. (the tail pieces if required will be paid separately) :
18.31.1 100 mm diameter
18.31.1.1 Class I each 4097.90
18.31.1.2 Class II each 4500.25
18.31.2.1 Class I each 4417.35
18.31.2.2 Class II each 5408.35
18.31.3.1 Class I each 5980.45
18.31.3.2 Class II each 6661.80
18.31.4.1 Class I each 11609.50
18.31.4.2 Class II each 13512.60
18.31.5.1 Class I each 16748.50
18.31.5.2 Class II each 22409.75
18.31.6.1 Class I each 23162.70
18.31.6.2 Class II each 27521.50
18.32 Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar
1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm
(inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary
excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone
aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1
cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement
complete as per standard design :
18.32.1 With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
each 1712.15
1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top
diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate
20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside
plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished
with a floating coat of neat cement complete as per standard design :
each 10102.50
18.34 Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm
top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside
with a floating coat of neat cement complete as per standard design :
each 17577.90
18.35 Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement
mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm
top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid
and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20
mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1
cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside
with a floating coat of neat cement complete as per standard design :icks of class
designation 7.5
each 24388.85
18.36 Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar
1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm
top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1
cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c
necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded
stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3
(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement
each 9630.65
1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap
surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab
1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
, i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10
graded stone aggregate 40 mm nominal size) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of
neat cement complete as per standard design :
each 9020.80
18.38 Painting G.I. pipes and fittings with synthetic enamel white paint with two coats
over a ready mixed priming coat, both of approved quality for new work :

18.39 Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of
approved quality :
18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of
approved quality :
18.41 Providing and filling sand of grading zone V or coarser grade, allround the G.I. pipes
in external work :
18.42 Boring with 100 mm diameter casing pipe for hand pump / tubewell, in all soils
except ordinary hard rocks requiring blasting, including removing the casing pipe
after the hand pump / tube well is lowered and tested :
18.42.1 Up to 6 metres depth metre 618.00
18.42.2 Beyond 6 m and up to 12 m depth metre 730.95
18.42.3 Beyond 12 m and up to 18 m depth metre 847.35
18.43 Providing and placing in position filters of 40 mm diameter G.I. pipe with brass
strainer of approved quality. metre 813.25
18.44 Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube
well including cleaning and priming the tube well. metre 499.80
18.45 Providing and placing in position hand pump of approved quality for 40 mm
diameter G.I. pipe complete with all accessories. each 1178.65
18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe
and making long screws etc. complete (New work) :
18.47 Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the
pipe and making long screws, including excavation, refilling the earth or cutting of
wall and making good the same complete wherever required :

18.48 Providing and placing on terrace (at all floor levels) polyethylene water storage
tank, IS : 12701 marked, with cover and suitable locking arrangement and making
necessary holes for inlet, outlet and overflow pipes but without fittings and the
base support for tank.
per litre 9.70
18.48A Providing and fixing rectangular high density polyethylene water storage loft tank
with cover, conforming to ISI : 12701, colour of opaque white or as approved by
Engineer-in-charge. The rate includes making necessary holes for inlet, outlet &
over flow pipes. The base support i/c fittings & fixtures for tank shall be paid
separately.
per litre 9.70
18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

18.50 Providing and fixing C.P. brass long nose bib cock of approved quality conforming to
IS standards and weighing not less than 810 gms.
18.51 Providing and fixing C.P. brass long body bib cock of approved quality conforming to
IS standards and weighing not less than 690 gms.
18.52 Providing and fixing C.P. brass stop cock (concealed) of standard design and of
approved make conforming to IS:8931.
18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of
approved quality conforming to IS:8931
18.53.1 15mm nominal bore each 500.35
18.53A Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved
make and quality as per direction of Engineer-in-charge. each 61.70
18.54 Providing and fixing PTMT bib cock of approved quality and colour.
18.54.1 15mm nominal bore, 86 mm long, weighing not less than 88 gms each 109.85
18.54.2 15 mm nominal bore, 122mm long, weighing not less than 99 gms each 143.30
18.54.3 15 mm nominal bore, 165 mm long, weighing not less than 110 gms each 156.65
18.55 Providing and fixing PTMT stop cock of approved quality and colour.
18.55.3 Concealed stop cock, 15 mm nominal bore, 108 mm long, weighing not less than
108 gms each 183.40
18.56 Providing and fixing PTMT pillar cock of approved quality and colour.
18.56.2 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
each 194.15
18.57 Providing and fixing PTMT, push cock of approved quality and colour.
18.58 Providing and fixing PTMT grating of approved quality and colour.
18.58.1 Circular type
18.58.1.1 100 mm nominal dia each 33.20
18.58.1.2 125 mm nominal dia with 25 mm waste hole each 45.25
18.58.2 Rectangular type with openable circular lid
18.58.2.1 150 mm nominal size square 100 mm diameter of the inner hinged round grating
each 169.70
18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts,
rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid
separately) :
18.59.1 50 mm dia each 5171.75
18.59.2 80 mm dia each 6255.45
18.59.3 100 mm dia each 8214.10
18.60 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373
and tested by Municipal Board complete with bolts, nuts, rubber insertions etc.
(The tail pieces if required will be paid separately) :
18.60.1 80 mm dia nominal bore each 3266.10
18.61 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts,
rubber insertions etc. complete conforming to IS : 2373 :
18.61.1 80 mm dia each 4135.75
18.61.2 100 mm dia each 6637.55
18.61.3 150 mm dia each 8394.25
18.61.4 200 mm dia each 11712.65
18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete
with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.
18.63 Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less
18.64 Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not
less than 40 gms each 106.15
18.65 Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth
102mm, height of 75mm with concealed fitting arrangements, weighing not less
than 106 gms.
each 96.75
18.66 Providing and laying S&S C.I. Standard specials such as tees, bends, collars tapers
and caps etc, suitable for flanged jointing as per IS : 1538 :
18.66.2 Above 300 mm dia quintal 8860.70
18.67 Providing and laying S&S C.I. Standard specials suitable for mechanical jointing as
per IS : 13382 :
18.68 Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per
IS : 9523 :
18.69 Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as
per IS : 9523 :
18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes
including testing of joints and the cost of rubber gasket :
18.70.1 100 mm dia pipes joint 96.15
18.71 Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast
Iron, Class B (IS : 1536) :
18.71.1 100 mm dia C.I. Double Flanged Pipe metre 1838.10
18.72 Providing and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming
to IS : 8329 :
18.72.1 100 mm dia Ductile Iron Class K-7 pipes metre 1121.10
18.73 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun)
Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 :
18.73.1 100 mm dia Ductile Iron Double Flanged metre 1541.60
18.74 Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and
bush of approved quality and colour.
18.74.1 15 mm nominal bore with 30cm length each 85.50
18.74.2 15 mm nominal bore with 45 cm length each 107.90
18.75 Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved
quality and colour.
18.75.1 15 mm nominal bore, weighing not less than 32 gms each 43.05
18.75.2 20 mm nominal bore, weighing not less than 40 gms each 76.50
18.75.3 25mm nominal bore, weighing not less than 62 gms each 100.55
18.76 Cutting holes up to 30x30 cm in walls including making good the same:
18.76.1 With common burnt clay F.P.S. (non modular) bricks each 362.40
18.77 Cutting holes up to 15x15 cm in R.C.C. floors and roofs for passing drain pipe etc.
and repairing the hole after insertion of drain pipe etc. with cement concrete 1:2:4
(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),
including finishing complete so as to make it leak proof.
each 377.10
18.78 Making chases up to 7.5x7.5 cm in walls including making good and finishing with
matching surface after housing G.I. pipe etc. metre 171.80
18.79 Making hole up to 20x20 cm and embedding pipes up to 150 mm diameter in
masonry and filling with cement concrete 1:3:6 (1 cement : 3 coarse sand: 6 graded
stone aggregate 20 mm nominal size) including disposal of malba.
metre 198.40
18.80 Disinfecting C.I. water mains by flushing with water containing bleaching powder @
0.5 gms per litre of water and cleaning the same with fresh water, operation to be
repeated three times including getting the sample of water from the disinfected
main tested in the municipal laboratory.
18.80.1 80 mm diameter C.I. pipe

100 metre 1523.95
100 metre 1996.50
100 metre 2486.60
100 metre 2974.90
100 metre 3954.45
100 metre 4960.30
100 metre 5501.75
100 metre 6056.95
100 metre 6635.25
100 metre 7220.85
100 metre 7834.30
100 metre 9071.95
18.81 Extra for every operation of disinfecting the C.I. main by flushing with water
containing bleaching powder @ 0.5 gms per litre of water and cleaning the same
with fresh water, including getting the samples of water tested in the municipal
laboratory :
100 metre 558.00
100 metre 681.90
100 metre 830.25
100 metre 963.75
100 metre 1451.60
100 metre 1669.45
100 metre 1873.85
100 metre 2190.05
100 metre 2508.80
100 metre 2835.00
100 metre 3163.20
100 metre 3829.45
18.82 Dismantling old C.I. pipes including excavation and refilling trenches after taking out
the pipes, breaking lead caulked joints, melting of lead and making into blocks,
including stacking of pipes at site lead up to 50 metre:
18.82.1 80 mm diameter C.I. pipe metre 327.30
18.83 Labour for cutting C.I. pipe with steel saw.
18.83.1 80 mm diameter C.I. pipe each cut 119.90
18.84 Providing & fixing chrome plated brass battery based infrared sensor operated pillar
cock, having foam flow technology.
18.85 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for separately)
i/c fixing of the pipe with clamps at 1.00 m spacing including cutting and making
good the walls including testing of joints complete as per direction of Engineer-in-
charge. (The pipe length inserted in the fitting shall not be measured for payment)
Inernal work - Exposed on wall
18.85.1 15.88 mm outer dia pipe metre 352.15

18.85.2 22.22 mm outer dia Pipe metre 506.70
18.85A Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards complete with press type fitting
(fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00 m
spacing including cutting and making good the walls including testing of joints
complete as per direction of Engineer-in-charge. (The pipe length inserted in the
fitting shall not be measured for payment) Inernal work - Exposed on wall
18.85A.1 15 mm outer dia pipe metre 590.95

18.85A.2 22 mm outer dia Pipe metre 857.95
18.86 Providing and fixing Stainless Steel pipe and fitting of grade AISI 304 as per JIS
standard 3448 complete with press type fitting (fitting shall be paid for separately)
i/c fixing of the pipe with clamps at 1.00m spacing and also including cutting of
chases and making good the walls including testing of joints complete as per
direction of Engineer -in-charge. (The pipe length inserted in the fitting shall not be
measured for payment) Internal work - Concealed Pipe
18.86.1 15.88 mm outer dia .Pipes. metre 523.15

18.86.2 22.22 mm Outer dia pipes metre 677.75
18.86A Providing and fixing Stainless Steel pipe and fitting of grade 316L as per IS
6911:2017 and conforming to EN-10312 standards complete with press type fitting
(fitting shall be paid for separately) i/c fixing of the pipe with clamps at 1.00m
spacing and also including cutting of chases and making good the walls including
testing of joints complete as per direction of Engineer -in-charge. (The pipe length
inserted in the fitting shall not be measured for payment) Internal work -
Concealed Pipe
18.86A.1 15 mm outer dia .Pipes. metre 762.00

18.86A.2 22 mm Outer dia pipes metre 1028.95
18.87 Providing and fixing required Stainless Steel Fitting of press fit design of grade AISI
304 conforming to JWWA G116 standard with V-profile or M-profile and with O-ring
sealing gasket of EPDM material of required dia as per direction of Engineer-in-
charge. Coupling/Socket
18.87.1 For 15.88 mm outer dia pipe each 80.30

18.87A Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L
as per IS 6911:2017 and conforming to EN-10312 standards with V-profile and with
O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-
in-charge. Coupling/Socket
18.87A.1 For 15 mm outer dia pipe each 287.65

sealing gasket of EPDM material of providing and fixing required Stainless Steel
Fitting of press fit design of grade AISI 304 conforming to JWWA G116 standard
with V-profile or M-profile and with O-ring sealing gasket of EPDM material of
required dia as per dirction of Engineer-in-charge. Reducer
18.88.1 For 22.22 mm x 15.88 mm outer dia pipe each 145.15

O-ring sealing gasket of EPDM material of required dia as per dirction of Engineer-
in-charge. Reducer
18.88A.1 For 22mm x 15 mm outer dia pipe each 341.15

18.88A.2 For 28 mm x 15 mm outer dia pipe each 501.75
charge. Slip Coupling/ Socket

in-charge. Sleeve/Slip Coupling/ Socket

charge. Elbow 90°
18.90.1 For 15.88mm outer dia pipe each 86.95

in-charge. Elbow 90°

charge. Reducing Elbow 90°
18.91.1 For22.22 mm x 15.88 mm outer dia pipe each 200.70

charge. Equal Tee

in-charge. Equal Tee

charge. Reducing Tee

in-charge. Reducing Tee

charge. Male Thread Tee
18.94.1 For 15.88 mm outer dia x 15 mm nominal dia threaded each 247.50
charge. Female Thread Tee
18.95.1 For 15.88 mm outer dia x15 mm nominal dia threaded each 247.50
in-charge. Female Thread Tee
18.95A.1 For 15 mm outer dia x 1/2" nominal dia threaded each 749.25
18.95A.2 For 22mm outer dia x 1/2" nominal dia threaded each 822.85
18.95A.3 For 22mm outer dia x 3/4" nominal dia threaded each 923.20
18.95A.6 For 28 mm outer dia x 1" nominal dia threaded each 1123.85
18.95A.8 For 35 mm outer dia x 1-1/4" nominal dia threaded each 1550.65
18.95A.11 For 54 mm outer dia x 2" nominal dia threaded each 3086.60
charge. Female Thread Connector/ Adapter
18.96.2 For 22.22 mm outer dia x 15 mmnominal dia threaded each 307.75
in-charge. Female Thread Connector/ Adapter
18.96A.1 For 15 mm outer dia x 1/2" mm nominal dia threaded each 588.70
18.96A.4 For 28 mm outer dia X 1" nominal dia threaded each 1277.75
18.96A.5 For 35 mm outer dia X 1-1/4" nominal dia threaded each 1364.70
charge. Male Thread Connector/ Adapter
as per IS 6911:2017 and conforming to EN-10312 standard with V-profile and with
in-charge. Male Thread Connector/ Adapter
18.97A.1 For 15 mm outer dia X 1/2" nominal dia threaded each 541.85
18.97A.6 For 42 mm outer dia X 1-1/2"nominal dia threaded each 1893.20
charge. Valve Connector
charge. Female Threaded Elbow 90°
in-charge. Female Threaded Elbow 90°
18.99A.3 For 28mm outer dia X 1" nominal dia threaded each 1578.75
18.99A.4 For 35mm outer dia X 1-1/4" nominal dia threaded each 2564.85
charge. Male Threaded Elbow 90°
18.100A.1 For 15mm outer dia X 1/2" nominal dia threaded each 702.40
18.100A.2 For 22mm outer dia X 3/4" nominal dia threaded each 1056.95
18.100A.6 For 54mm outer dia X 2" mm nominal dia threaded each 4011.15
charge. Cap

in-charge. Cap

charge. Pipe Bridge

in-charge. Pipe Bridge

18.103 Providing and fixing required Stainless Steel Fitting of press fit design of grade 316L
in-charge. Male Union
18.103.1 For 15mm outer dia X 1/2" nominal dia threaded each 1184.05
18.103.4 For 28mm outer dia X 1" nominal dia threaded each 2415.00
18.103.5 For 35mm outer dia X 1-1/4" nominal dia threaded each 2522.00
18.103.6 For 42mm outer dia X 1-1/2" nominal dia threaded each 2849.80
in-charge. Female Union
18.104.1 For 22 mm outer dia X 3/4" nominal dia threaded each 1271.05
in-charge. Female Transition Elbow / FTE
19 DRAINAGE
19.1 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of
cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of
joints etc. complete :
19.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete
as per standard design :
19.2.1 100 mm diameter S.W. pipe metre 895.50
19.3 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded
stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed
concrete as per standard design :
19.4 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I.
grating brick masonry chamber with water tight C.I. cover with frame of 300 x300
mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not
less than 2.70 kg as per standard design:
19.4.1 100x100 mm size P type

19.4.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
each 2453.55
19.4.1.2 With Sewer bricks conforming to IS : 4885 each 2407.65
19.4.2 150 x 100 mm size P type
each 2474.40
19.4.2.2 With sewer bricks conforming to IS : 4885 each 2428.45
19.4.3 180x150 mm size P type
each 2534.00
19.5 Dismantling of old S.W. pipes including breaking of joints and bed concrete stacking
of useful materials near the site within 50 m lead and disposal of unserviceable
materials into municipal dumps :
19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars
jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2
fine sand) including testing of joints etc. complete :
19.6.1 100 mm dia. R.C.C. pipe metre 447.25
19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse
sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3
graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1
cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size),
inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)
finished with floating coat of neat cement and making channels in cement concrete
1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
finished with a floating coat of neat cement complete as per standard design :
19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty)
455x610 mm internal dimensions, total weight of cover and frame to be not less
than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
each 11687.10
19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium
duty) 500 mm internal diameter, total weight of cover and frame to be not less than
116 kg (weight of cover 58 kg and weight of frame 58 kg) :
each 24405.90
19.7.3 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty)
560 mm internal diameter, total weight of cover and frame to be not less than 208
kg (weight of cover 108 kg and weight of frame 100 kg) :
each 30197.95
19.8 Extra for depth for manholes :
19.8.1 Size 90x80 cm
metre 8127.45
19.8.1.2 With Sewer bricks conforming to IS : 4885 metre 7777.70
19.8.2 Size 120x90 cm
metre 9744.25
19.8.2.2 With Sewer bricks conforming to IS : 4885 metre 9327.40
19.9 Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and
0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement
plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished
with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3
coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary
channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
aggregate 20 mm nominal size) finished with a floating coat of neat cement, all
19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20 grade designation)
560 mm internal diameter conforming to I.S. 12592, total weight of cover and
frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering,
shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at
the external surface shall be paid for separately) :
each 11886.45
19.10 Extra depth for circular type manhole 0.91m internal dia (at bottom) beyond 0.91 m
to 1.67 m
metre 6986.80
19.10.2 With Sewer bricks conforming IS : 4885 metre 6693.95
19.11 Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56
m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster
12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a
floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand :
6 graded stone aggregate 40 mm nominal size) and making necessary channel in
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) finished with a floating coat of neat cement, all complete as per
standard design :
19.11.1 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560
mm internal diameter conforming to I.S. 12592, total weight of cover and frame to
be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size) including centering, shuttering all
complete. (Excavation, foot rests and 12 mm thick cement plaster at the external
surface shall be paid for separately) :
each 22951.95
19.11.1.2 With Sewer bricks conforming IS : 4885 each 22463.90
19.12 Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68
m to 2.29 m :
metre 9068.35
19.13 Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56
m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand) inside cement plaster
12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a
floating coat of neat cement, foundation concrete 1:3:6 (1 cement : 3 coarse sand :
6 graded stone aggregate 40 mm nominal size) and making necessary channel in
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
nominal size) finished with a floating coat of neat cement, all complete as per
standard design :
19.13.1 2.30 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560
mm internal diameter conforming to I.S. 12592, total weight of cover and frame to
be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand :
4 graded stone aggregate 20 mm nominal size) including centering, shuttering all
complete. (Excavation, foot rests and 12 mm thick cement plaster at the external
surface shall be paid for separately) :
each 49193.00
19.13.1.2 With Sewer bricks conforming IS : 4885 each 47828.25
19.14 Extra depth for circular type manhole 1.52 m internal dia (at bottom) beyond 2.30
m:
metre 21103.40
19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement
concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm
nominal size) as per standard design :
19.15.1 With 20x20 mm square bar each 461.35
19.15.2 With 20 mm diameter round bar each 420.00
19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic
encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786,
having minimum cross section as 23 mmx25 mm and over all minimum length 263
mm and width as 165 mm with minimum 112 mm space between protruded legs
having 2 mm tread on top surface by ribbing or chequering besides necessary and
adequate anchoring projections on tail length on 138 mm as per standard drawing
and suitable to with stand the bend test and chemical resistance test as per
specifications and having manufacture's permanent identification mark to be visible
even after fixing, including fixing in manholes with 30x20x15 cm cement concrete
block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal
size) complete as per design.
each 487.10
19.17 Replacement of M.S. foot rests in manholes including dismantling concrete blocks
and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse
sand : 6 graded stone aggregate 20 mm nominal size):
19.17.1 With 20x20 mm square bar each 564.60
19.17.2 With 20 mm diameter round bar each 523.25
19.18 Supplying and fixing C.I. cover without frame for manholes :
19.18.1 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not
less than 23 kg each 1341.35
19.18.2 500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less
than 58 kg each 3219.00
19.18.3 560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than
108 kg each 6972.75
19.19 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required
shape and approved quality
19.19.1 L D- 2.5
19.19.1.1 Rectangular shape 600x450 mm internal dimensions each 1255.25
19.19.1.2 Square shape 450 mm internal dimensions each 1047.80
19.19.1.3 Circular shape 450 mm internal diameter each 1047.80
19.19.2 M D - 10
19.19.2.1 Square shape 450 mm internal dimension each 1257.40
19.19.3 H D - 20
19.19.4 EHD - 35
19.19.4.1 Circular shape 560 mm internal dia each 1882.20
19.20 Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard
pattern) the weight of cover to be not less than 4.5 kg each 671.75
19.21 Making connection of drain or sewer line with existing manhole including breaking
into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2
coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on
both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a
floating coat of neat cement and making necessary channels for the drain etc.
complete :
19.21.1 For pipes 100 to 250 mm diameter each 683.70

19.22 Providing sand cast iron drop connection externally for 60 cm drop from branch
sewer line to main sewer manhole including inspection and cleaning eye with chain
and lid, sand cast iron drop pipe and bend encased all-round with cement concrete
1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size)
with all centering and shuttering required, cutting holes in walls and making good
with brick work in cement mortar 1:4 (1 cement : 4 coarse sand) plastered with
cement mortar 1:3 (1 cement : 3 coarse sand) on inside of the manhole wall, lead
caulked joints between sand cast iron pipes and fittings, stiff cement mortar 1:1 (1
cement : 1 fine sand) joints between sand cast iron tee and S.W. pipe, making
required channels complete as per standard design and specifications :
19.22.1 100 mm dia sand cast iron drop connection each 10137.65
19.22.2 150 mm dia sand cast iron drop connection each 13789.75
19.23 Extra for depths beyond 60 cm of sand cast iron drop connection complete:
19.23.1 For 100 mm dia sand cast iron drop connection metre 2792.70
19.23.2 For 150 mm dia sand cast iron drop connection metre 3608.00
19.24 Dismantling of manhole including R.C.C. top slab, C.I. cover with frame, including
stacking of useful materials near the site and disposal of unserviceable materials
within 50 m lead as per direction of Engineer-in-charge:
19.24.1 Rectangular manhole 90x80 cm and 45 cm deep each 2096.10

19.24.2 Rectangular manhole 120x90 cm and 90 cm deep each 3691.10
19.24.3 Rectangular arch type manhole 140x90 cm and 2.45 m deep each 6982.55
19.24.4 Circular manhole 122 cm diameter and 1.68 m deep each 5338.95
19.25 Extra for depth of manholes dismantled :
19.25.1 Rectangular manhole 90x80 cm and beyond 45 cm depth metre 1686.65
19.25.2 Rectangular manhole 120x90 cm and beyond 90 cm depth metre 2009.35
19.25.3 Rectangular arch type manhole 140x90 cm and beyond 2.45 m depth (up to 4.25 m
depth) metre 1628.95
19.25.4 Circular manhole 122 cm diameter and beyond 1.68 m depth (up to 2.29 m depth)
metre 1837.85
19.26 Raising manhole cover and frame slab to required level including dismantling
existing slab and making good the damage as required (Raising depth of manhole to
be paid separately) :
19.26.1 Rectangular manhole 90x80 cm with rectangular cover 600 x 450 mm of grade LD -
2.5 each 2723.65
19.26.2 Rectangular manhole 120x90 cm with circular cover 500 mm dia of grade MD - 10
each 4290.35
19.26.3 Rectangular manhole 120x90 cm with circular cover 560 mm dia of grade HD - 20
each 3989.40
19.26.4 Circular manhole 140 cm dia with circular cover 600 mm dia of grade EHD - 35
each 326.45
19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement
mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C.
horizontal grating with frame complete as per standard design :
each 5589.45
19.28 Constructing brick masonry road gully chamber 45x45x77.5 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand ) with precast R.C.C. vertical grating
each 6258.20
19.29 Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in
cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C.
horizontal grating with frame and vertical grating complete as per standard design :
each 10596.95
19.30 Constructing brick masonry chamber for underground C.I. inspection chamber and
bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with
frame (light duty) 455x610 mm internal dimensions, total weight of cover with
frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg),
R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate
20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10
graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with
cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat
of neat cement on walls and bed concrete etc. complete as per standard design:
19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :
each 6431.30
19.30.2 Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :
each 7308.15
19.30.3 Inside dimensions 600x 850 mm and 45 cm deep for pipe line with three or more
inlets :
each 8613.20
19.31 Extra for depth beyond 45 cm of brick masonry chamber :
19.31.1 For 455x610 mm size
metre 5640.75
19.31.2 For 500x700 mm size
metre 6158.05
19.31.3 For 600x850 mm size
metre 7177.15
19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey
comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete
as per standard design.
each 28029.15
19.33 Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain
pipe 100 mm diameter and 1.20 m long complete as per standard design.
each 2940.20
19.34 Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement
mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
19.34.1 100 mm dia each 378.45

19.34.2 150 mm dia each 513.15
19.35 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc. complete
19.35.1 450 mm dia RCC pipes. metre 2385.50

19.35.4 1000 mm dia RCC pipes. (Laying by manual/ machanical means) metre 5980.10
19.35.6 1800 mm dia RCC pipes. (Laying by manual/ machenical means) metre 14292.75
19.36 Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including
collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1
cement : 2 fine sand) including testing of joints etc. complete

20 PILE WORK
20.1 Providing, driving with hydraulic piling rigs with power units and installing driven
cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter
and length below the pile cap, to carry safe working load not less than specified,
excluding the cost of steel reinforcement but including the cost of shoe and the
length of pile to be embedded in the pile cap etc. all complete. (Length of pile for
payment shall be measured from top of shoe to the bottom of pile cap) :
20.1.1 400 mm dia piles metre 2333.50

20.2 Boring, providing and installation bored cast-in-situ reinforced cement concrete
piles of grade M-25 of specified diameter and length below the pile cap, to carry a
safe working load not less than specified, excluding the cost of steel reinforcement
but including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. by percussion drilling using Direct mud circulation
(DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all
complete, including removal of excavated earth with all its lifts and leads (length of
pile for payment shall be measured up to bottom of pile cap).

20.2A Boring, providing and installation bored cast-in-situ reinforced cement concrete
piles of garde M-25 of specified diameter and length below pile cap, to carry a safe
working load not less than specified, excluding the cost of steel reinforcement but
including the cost of boring with bentonite solution and temporary casing of
appropriate length for setting out and removal of same and the length of the pile to
be embedded in the pile cap etc. by Crawler mounted, telescopic boom hydraulic
pilling Rig all complete, including removal of excavated earth with all its lifts and
leads (length of pile for payment shall be measured up to bottom of pile cap).
20.2A.1 600 mm dia piles metre 4514.40

20.3 Boring with hydraulic piling rigs with power units, providing and installing cast in
situ single under reamed piles of specified diameter and length below pile cap in M-
25 cement concrete, to carry a safe working load not less than specified, excluding
the cost of steel reinforcement but including the cost of boring with bentonite
solution and the length of the pile to be embedded in pile cap etc. all complete.
(Length of pile for payment shall be measured upto to the bottom of pile cap) :

20.4 Extra over single under ream for providing additional bulbs in under reamed piles,
under specified diameter(only the nos. of extra bulbs are to be paid)
20.4.1 300 mm dia piles each 2182.60

20.4.2 400 mm dia piles each 2433.80
20.4.3 450 mm dia piles each 2585.20
20.4.4 550 mm dia piles each 2800.80
20.5 Providing, driving (with vibrating pile driving hammer complete with power units &
accessories) and installing driven Pre-cast reinforced cement concrete piles of
specified diameter and length below the pile cap in M-25 cement concrete to carry
safe working load not less than specified with a central through preformed hole
with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix
1:2 (1cement : 2 coarse sand) under sufficient positive pressure to ensure complete
filling including centring, shuttering, driving and removing the steel casing pipe and
lifting casing etc. complete but excluding the cost of steel reinforcement. (Length of
pile for payment shall be measured from top of the shoe to the bottom of pile cap).

20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including
installation of loading platform by Kentledge/Anchor piles method and preparation
of pile head or construction of test cap and dismantling of test cap after test etc.
complete as per specification & the direction of Engineer in-charge.
20.6.1 Single pile upto 50 tonne Safe capacity

20.6.1.1 Initial test (Test Load 2.5 times the Safe capacity) per test 51510.60
20.6.1.2 Routine test (Test Load 1.5 times the Safe capacity) per test 18463.55
20.6.2 Single pile above 50 tonne and upto 100 tonne Safe capacity
20.6.3 Group of two or more piles upto 50 tonne Safe capacity
20.7 Cyclic vertical load testing of pile in accordance with IS Code of practice IS:2911
(part IV) by Kentledge method including preparation of pile head etc for.
20.7.1 Single pile

20.7.1.1 Upto 50 tonne Safe capacity pile per test 18463.55
20.7.1.2 Above 50 tonne and upto 100 tonne Safe capacity pile per test 30505.00
20.7.2 Group of two or more piles
20.7.2.1 Upto 400 tonne Safe capacity of group per test 38131.20
20.8 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911
(Part IV) for determining safe allowable lateral load on pile :
20.8.1 Upto 50 tonne capacity pile per test 18463.55
20.8.2 Above 50 tonne and upto 100 tonne capacity pile per test 30906.35
20.9 Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test
method in accordance with IS 14893 including surface preparation of pile top by
removing soil, mud, dust & chipping lean concrete lumps etc. and use of
computerised equipment and high skill trained personal for conducting the test &
submission of results, all complete as per direction of Engineer-in-charge.
per test 982.55

21 ALUMINIUM WORK
21.1 Providing and fixing aluminium work for doors, windows, ventilators and partitions
with extruded built up standard tubular sections/ appropriate Z sections and other
sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash
fasteners of required dia and size, including necessary filling up the gaps at
junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene
gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and
jointed mechanically wherever required including cleat angle, Aluminium snap
beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per
architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling
and dash fasteners to be paid for separately) :
21.1.1 For fixed portion

21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to
IS: 1868, Minimum anodic coating of grade AC 15) kg 433.95
21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron)
kg 466.30
21.1.1.3 Polyester powder coated aluminium (minimum thickness of polyester powder
coating 50 micron) kg 474.70
21.1.2 For shutters of doors, windows & ventilators including providing and fixing hinges/
pivots and making provision for fixing of fittings wherever required including the
cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for
separately)
21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to

IS: 1868, Minimum anodic coating of grade AC 15) kg 531.80
21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron)
kg 564.80
21.1.2.3 Polyester powder coated aluminium (minimum thickness of polyester powder
21.2 Providing and fixing 12 mm thick prelaminated particle board flat pressed three
layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in
panelling fixed in aluminum doors, windows shutters and partition frames with C.P.
brass / stainless steel screws etc. complete as per architectural drawings and
directions of engineer- in-charge.
21.2.1 Pre-laminated particle board with decorative lamination on one side and balancing
lamination on other side sqm 965.10
21.2.2 Pre-laminated particle board with decorative lamination on both sides sqm 951.05
21.3 Providing and fixing glazing in aluminium door, window, ventilator shutters and
partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the
architectural drawings and the directions of engineer-in-charge . (Cost of aluminium
snap beading shall be paid in basic item):
21.3.1 With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) sqm 1019.80
21.3.2 With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
sqm 1325.55
21.3.3 With float glass panes of 8 mm thickness (weight not less than 20 kg/sqm) sqm 1496.15
21.4 Providing and fixing double action hydraulic floor spring of approved brand and
manufacture conforming to IS : 6315, having brand logo embossed on the body /
plate with double spring mechanism and door weight upto 125 kg, for doors,
including cost of cutting floors, embedding in floors as required and making good
the same matching to the existing floor finishing and cover plates with brass pivot
and single piece M.S. sheet outer box with slide plate etc. complete as per the
21.4.1 With stainless steel cover plate minimum 1.25 mm thickness each 2448.85
21.4.2 With brass cover plate minimum 1.25 mm thickness each 2609.40
21.5 Providing and fixing powder coated aluminium work (minimum thickness of powder
coating 50 micron) consisting of tee/ angle sections, of approved make conforming
to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary
C.P. brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall
with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame
work to G.I. level adjusting hangers 6 mm dia. with necessary cadmium plated
machine screws all complete as per approved architectural drawings and direction
of the Engineer-in- charge (level adjusting hangers, ceiling cleats and expansion
hold fasteners to be paid for separately).
kg 674.60
21.6 Providing and fixing 6 mm dia. G.I. level adjusting hangers (upto 1200mm length),
fixed to roof slabs by means of ceiling cleats made out of G.I. flat 40x3mm size 60
mm long and stainless steel expandable dash fastener of 12.5 mm dia and 50 mm
long, complete as per direction of Engineer-in-charge.
each 70.95
21.7 Providing and fixing machine moulded aluminium covering of approved pattern &
design, made out of machine cut aluminium sheet and machine holed for receiving
dash fastener, over expansion joints on vertical surfaces/ceiling floors, the fixing on
plate in one row on one side of joint only shall be done with stainless steel dash
fasteners of 8 mm dia and 75 mm long bolt including providing aluminium washers
2 mm thick & 15 mm dia , at a staggered pitch of 200mm centre to centre including
drilling holes in the receiving surface and providing expandable plastic sleeves in
holes etc. complete as per direction of Engineer-in-charge.
21.7.1 Anodised aluminium sheet 2.5mm thick (anodised transparent or dyed to required
shade according to IS: 1868, Minimum anodic coating of grade AC 15)
kg 603.30
21.7.2 Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder
21.8 Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by
providing weather silicon sealant over backer rod of approved quality as per
architectural drawings and direction of Engineer-in-charge complete.
21.8.1 Upto 5mm depth and 5 mm width metre 85.25

21.9 Extra for applying additional anodic coating AC 25 instead of AC 15 to aluminium
extruded sections.
21.9.1 For fixed portion kg 13.40
21.9.2 For shutters of doors, windows & ventilators kg 13.40
21.10 Providing and fixing double glazed hermetically sealed glazing in aluminium
windows, ventilators and partition etc. with 6 mm thick clear float glass both side,
having 12 mm air gap, including providing EPDM gasket, perforated aluminium
spacers, desiccants, sealant (Both primary and secondary sealant) etc. as per
specifications, drawings and direction of Engineer-in-charge complete.
sqm 4013.35
21.11 Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays
of approved quality with necessary stainless steel screws etc. to the side hung
windows as per direction of Engineer- in-charge complete.
21.11.1 205 X 19 mm each 292.80

21.11.2 255 X 19 mm each 329.20
21.11.3 355 X 19 mm each 289.05
21.11.4 510 X 19 mm each 743.95
21.11.5 710 X 19 mm each 1265.75
21.12 Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick &
2100 mm long with SS screws etc .complete as per direction of Engineer-in-Charge.
21.12.1 Anodized (AC 15 ) aluminium tubular handle bar each 513.20

21.12.2 Powder coated minimum thickness 50 micron aluminium tubular handle bar
each 563.50
21.12.3 Polyester powder coated minimum thickness 50 micron aluminium tubular handle
bar each 576.60
21.13 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair
of handles (best make of approved quality) for aluminium doors including necessary
cutting and making good etc. complete.
each 449.55
21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required
shade according to IS: 1868. Minimum anodic coating of grade AC 15) sub frame
work for windows and ventilators with extruded built up standard tubular sections
of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of
required dia and size (Dash fastener to be paid for separately).
kg 357.90
21.15 Providing and fixing aluminium casement windows fastener of required length for
aluminium windows with necessary screws etc. complete.
21.15.1 Anodized (AC 15) aluminium each 73.55
21.15.2 Powder coated minimum thickness 50 micron aluminium each 79.75
21.15.3 Polyester powder coated minimum thickness 50 micron aluminium each 78.25
21.16 Providing and fixing aluminium round shape handle of outer dia 100 mm with SS
screws etc. complete as per direction of Engineer-in- charge
21.16.1 Anodized (AC 15 ) aluminium each 88.75
21.16.2 Powder coated minimum thickness 50 micron aluminium each 89.60
21.16.3 Polyester powder coated minimum thickness 50 micron aluminium each 92.25
21.17 Providing and fixing anodised aluminium grill (anodised transparent or dyed to
required shade according to IS: 1868 with minimum anodic coating of grade AC 15)
of approved design/pattern, with approved standard section and fixed to the
existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to
centre, including cutting the grill to proper opening size for fixing and operation of
handles and fixing approved anodised aluminium standard section around the
opening, all complete as per requirement and direction of Engineer-in-charge. (Only
weight of grill to be measured for payment).
kg 560.85
21.18 Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair
of handles (best make of approved quality) for aluminium doors including necessary
cutting and making good etc. complete.
sqm 4540.70
21.19 Filling the gap in between aluminium/ stone/ wood frame and adjacent RCC/Brick/
Stone/ wood/ Ceramic/ Gypsum work by providing weather/structural non sag
elastomeric PU sealant over backer rod of approved quality as per architectural
drawings and direction of Engineer-in-charge complete, complying to ASTM C920,
DIN 18540- F & ISO 11600
21.19.1 Upto 5 mm depth and 5 mm width metre 130.20

22 WATER PROOFING
22.1 Providing and laying integral cement based treatment for water proofing on
horizontal surface at all depth below ground level for under ground structures as
directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm
thick approved and specified rough stone slab over a 25 mm thick base of cement
mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound
conforming to IS:2645 in the recommended proportion over the leveling course
(leveling course to be paid separately). Joints sealed and grouted with cement
slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement
mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in
recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12
mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer.
22.1.1 Using rough kota stone. sqm 1362.95

22.2 Providing and laying integral cement based treatment for water proofing on the
vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement
slurry mixed with water proofing compound conforming to IS:2645 in
recommended proportions with a gap of 20 mm (minimum) between stone slabs
and the receiving surfaces and filling the gaps with neat cement slurry mixed with
water proofing compound and finishing the exterior of stone slab with cement
mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning
mixed with water proofing compound in recommended proportion complete at all
levels and as directed by Engineer-in-charge :
22.2.1 Using rough Kota stone sqm 1780.30

22.3 Providing and laying water proofing treatment to vertical and horizontal surfaces of
depressed portions of W.C., kitchen and the like consisting of: (i) Ist course of
applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound
conforming to IS 2645 in recommended proportions including rounding off junction
of vertical and horizontal surface. (ii) IInd course of 20 mm cement plaster 1:3 (1
cement : 3 coarse sand) mixed with water proofing compound in recommended
proportion including rounding off junction of vertical and horizontal surface. (iii)
IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of
area. (iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC
sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7
kg/sqm).
sqm 774.25
22.4 Providing and Placing in position suitable PVC water stops conforming to IS:12200
for construction/ expansion joints between two RCC members and fixed to the
reinforcement with binding wire before pouring concrete etc. complete :
22.4.1 Serrated with central bulb (225 mm wide, 8-11 mm thick) metre 285.60
22.4.2 Dumb bell with central bulb (180 mm wide, 8 mm thick) metre 232.05
22.4.3 Kickers (320 mm wide, 5 mm thick) metre 232.05
22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom
etc., by applying cement slurry mixed with water proofing cement compound
consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed
with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed
to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed
with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed
to air cure for 4 hours followed with water curing for 48 hours. The rate includes
preparation of surface, treatment and sealing of all joints, corners, junctions of
pipes and masonry with polymer mixed slurry.
sqm 516.60
22.6 Providing and laying water proofing treatment on roofs of slabs by applying cement
slurry mixed with water proofing cement compound consisting of applying: (a)
after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with
water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre
glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should
not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of
cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670
kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4
hours followed by water curing for 48 hours. The entire treatment will be taken
upto 30 cm on parapet wall and tucked into groove in parapet all around. (d)
fourth and final layer of brick tiling with cement mortar (which will be paid for
separately. For the purpose of measurement the entire treated surface will be
measured.
sqm 585.55
22.7 Providing and laying integral cement based water proofing treatment including
preparation of surface as required for treatment of roofs, balconies, terraces etc
consisting of following operations: (a) Applying a slurry coat of neat cement using
2.75 kg/sqm of cement admixed with water proofing compound conforming to IS.
2645 and approved by Engineer-in-charge over the RCC slab including adjoining
walls upto 300 mm height including cleaning the surface before treatment. (b)
Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size
with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water
proofing compound conforming to IS : 2645 and approved by Engineer- in-charge
over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand )
admixed with water proofing compound conforming to IS : 2645 and approved by
Engineer- in-charge to required slope and treating similarly the adjoining walls upto
300 mm height including rounding of junctions of walls and slabs. (c) After two
days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of
cement admixed with water proofing compound conforming to IS : 2645 and
approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick
jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water
proofing compound conforming to IS : 2645 and approved by Engineer-in-charge
including laying glass fibre cloth of approved quality in top layer of plaster and
finally finishing the surface with trowel with neat cement slurry and making pattern
22.7.1 of 300x300
With averagemm squareof3120
thickness mmmm deep. (e) The whole
and minimum terrace
thickness so finished
at khurra shall be
as 65 mm.
sqm 1522.95
22.8 Providing and laying four courses water proofing treatment with bitumen felt over
roofs consisting of first and third courses of blown bitumen 85/25 or 90/15
conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each
course, second course of roofing felt type 3 grade-I (hessian based self finished
bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea
sized gravel spread at 6 cubic decimeter per square metre, including preparation of
surface but excluding grading complete with :
22.8.1 Bitumen felt (hessian base) type 3 grade I conforming to IS : 1322 sqm 432.10
22.9 Providing and laying six courses water proofing treatment with bitumen felt over
roofs consisting of first, third and fifth course of blown bitumen 85/25 or 90/15
conforming to IS : 702 applied hot @ 1.45, 1.20 and 1.45 Kg per square metre of
area respectively, second and fourth courses of roofing felt type 3 grade I
conforming to IS : 1322 (Hessian based self finished bitumen felt) , sixth and final
course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic
decimeter per sqm including preparation of surface but excluding grading,
complete.
sqm 675.00
roofs consisting of first, third and fifth courses of blown or / and residual bitumen
applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second
and fourth courses of roofing felt type 2 grade I (fibre base self finished bitumen
felt) six and final courses of stone grit 6 mm and down size or pea sized gravel
spread at 6 cubic decimeter per sqm including preparation of surface, excluding
grading, compete.
sqm 773.50
roofs consisting of first, third and fifth courses of blown or / and residual bitumen
applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second
and fourth courses of roofing felt type 2 grade II (glass fibre base self finished
bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea
sized gravel spread at 6 cubic decimeter per sqm including preparation of surface
but excluding grading, complete.
sqm 773.95
22.12 Supplying and applying bituminous solution primer on roof and / or wall surface at
0.24 litre per sqm. sqm 50.25
22.13 Deduct for omitting in water proofing treatment final course of spreading stone grit
6 mm down size or pea sized gravel :
22.13.1 at 6 cudm per sqm sqm 15.80
22.13.2 at 8 cudm per sqm sqm 19.85
22.14 Grading roof for water proofing treatment with
22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm
nominal size) cum 7510.75
22.14.3 Cement mortar 1:4 (1cement : 4 coarse sand) cum 13378.15
22.22 Providing and mixing integral crystalline admixture for water proofing treatment to
RCC structures like basement raft, retaining walls, reservior, sewage & water
treatment plant, tunnels / subway and bridge deck etc. at the time of transporting
of concrete into the drum of the ready-mix truck , using integral crystalline
admixture @0.80% (minimum) to the weight of cement content per cubic meter of
concrete) or higher as recommended by the manufacturer's specification in
reinforced cement concrete at site of work. The material shall meet the
requirements as specified in ACI-212-3R- 2010 i.e. by reducing permeability of
concrete by more than 90%, compared with control concrete as per DIN 1048 and
resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable
of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all
complete as per specification and the direction of the Engineer-in-charge. The
product performance shall carry guarantee for 10 years against any leakage.
kg 332.40
22.22A Providing and applying fibre reinforced elastomeric liquid water proofing
membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105
on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-
priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1)
and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of
complete application/system not less than 500 microns). The operation shall be
carried out after scrapping and properly cleaning the surface to remove loose
particles with wire brushes, complete in all respect as per the direction of Engineer-
in-Charge.
sqm 474.15
22.23 Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant,
tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5
parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The
material shall meet the requirements as specified in ACI- 212-3R-2010 i.e by
reducing permeability of concrete by more than 90% compared with control
concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative
side. The crystalline slurry shall be capable of self-healing of cracks up to a width of
0.50mm. The work shall be carried out all complete as per specification and the
direction of the engineer-in-charge. The product performance shall carry guarantee
for 10 years against any leakage.
22.23.1 For vertical surface two coats @ 0.70 kg per sqm sqm 406.25
22.23.2 For horizontal surface one coat @1.10 kg per sqm. sqm 311.50
22.23A Providing & Applying polymer modified, flexible cementatious negative side
waterproofing coating with elastic waterproofing polymers on interior wall plaster
surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementatious
waterproofing polymer(dilution with water in the ratio of 1:1) and two coats of
cementatious waterproofing polymer (dilution with water in the ratio of 3:1 ) after
scrapping and properly cleaning the surface to remove pre-existing paint film &
loose particles till plaster is visible, complete in all respect as per the direction of
Engineer-in-Charge.
sqm 522.20
22.24 Providing and applying integral crystalline (dry shake) of hydrophilic in nature for
waterproofing treatment to the RCC structures like basement raft, foundation slab,
sewage & water treatment plant slab, warehouses floor, parking structures and
water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by
the manufacturer's specification over the lean concrete of above cited structures.
The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by
reducing permeability of concrete by more than 85%, compared control concrete as
per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The
crystalline dry- shake shall be capable of self-healing of cracks up to a width of
0.50mm. The work shall be carried out all complete as per specification and the
direction of the Engineer-in-charge. The product performance shall carry guarantee
for 10 years against any leakage.
sqm 265.75
22.24A Providing & Applying high quality acrylic modified resin based texture of
Dholpur/Red sand stone Pattern with anti algae and UV resistance properties to be
applied as intermediate finish in desired pattern @ 43.04 kgs/10 sqm to form film
of 1- 1.5 mm thickness after scrapping and properly cleaning the surface to remove
loose particles from the plaster surface, followed by top coating with Premium
Acrylic Smooth exterior paint with Silicone additives of required shade by two or
more coats @ 1.43 litres/10 sqm, complete as the direction of Engineer -in-Charge.
sqm 482.05
22.25 Providing and applying crystalline mortar by mixing in the ratio of 4.5 : 1 (4.5 parts
crystalline mortar : 1 part water) for the treatment of faulty construction joints,
cracks, tie rod holes and spalled & honeycombed surface of RCC underground
structures like basement, water tanks, bridge deck etc. to ensure water tightness.
The crystallie mortar shall conform to the EN 1504-3 having compressive strength
Class R4 ?45 MPa and adhesive bond strength Class R3 ?1.5 MPa. The work shall be
carried out all complete as per specification and the direction of the engineer-in-
charge. The product performance shall carry guarantee for 10 years against any
leakage.
22.25.1 For sealing cracks and faulty construction joints, routed out/making U-shape groove
size 25x25mm and then primed the area with integral crystalline slurry @0.05kg/
running metre and while the surface is tacky filled the groove upto surface with
crystalline mortar @1.50kg/ running metre. Once crystalline mortar is touch dry
then finally applied two coats of integral crystalline slurry @0.05kg/running metre
per coat.
metre 469.65
22.25.2 For patching of tie rod holes, prepared tie rod hole surface and then primed the
area with integral crystalline slurry @0.070kg/sqm and while the surface is tacky
repair and then filled the tie rod holes with crystalline mortar@0.040kg per hole.
The crystalline mortar should be tightly rodded into tie rod holes or packed tightly
(For 25x25x25 mm tie rod hole, use 0.040kg to fill the hole)
each hole 19.95

22.26 Providing and applying of swellable type water stop tape, 19mm x 25mm thick in
linear meter (expansive nature) for construction joints treatment of RCC structure
such as raft slab, retaining walls, water storage tank and at the junctions of raft slab
with the retaining walls etc.. After cleaning the surface, one coat of required primer
for swellable water stop tape shall be applied throughout the length of the joint
@3.78 litre per 240 running meter. Over the primed surface swellable type water
stop tape shall be placed. The work shall be carried out all complete as per
specification and the direction of the Engineer-In-Charge. The product performance
shall carry guarantee for 10 years against any leakage.
metre 495.40
23 RAIN WATER HARVESTING & TUBEWELLS
23.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from different
strata, preparing and submitting strata chart/ bore log, including hire & running
charges of all equipments, tools, plants & machineries required for the job, all
complete as per direction of Engineer-in-charge, upto 90 metre depth below
ground level.
23.1.1 All types of soil

23.1.1.1 300 mm dia metre 592.05
23.1.1.2 350 mm dia metre 647.55
23.1.1.3 400 mm dia metre 828.85
23.1.2 Rocky strata including Boulders
23.1.2.1 300 mm dia metre 1416.30
23.1.2.2 350 mm dia metre 1497.25
23.1.2.3 400 mm dia metre 1777.90
23.2 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable
method prescribed in IS: 2800 (part I), including collecting samples from different
strata, preparing and submitting strata chart/ bore log, including hire & running
charges of all equipments, tools, plants & machineries required for the job, all
complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150
metre depth below ground level.
23.2.1 All types of soil

23.2.1.1 300 mm dia metre 690.70
23.2.1.2 350 mm dia metre 767.45
23.2.1.3 400 mm dia metre 1036.10
23.2.2 Rocky strata including Boulders
23.2.2.1 300 mm dia metre 1561.70
23.2.2.2 350 mm dia metre 1632.15
23.2.2.3 400 mm dia metre 2082.35
23.3 Supplying, assembling, lowering and fixing in vertical position in bore well,
unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:
12818, including required hire and labour charges, fittings & accessories etc. all
complete, for all depths, as per direction of Engineer -in-charge.
23.3.1 100 mm nominal size dia metre 553.20

23.4 Supplying, assembling, lowering and fixing in vertical position in bore well
unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS:
12818, including hire & labour charges, fittings & accessories etc. all complete, for
all depths, as per direction of Engineer-in-charge.

23.5 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,
in recharge pit, in the required thickness, for all leads & lifts, all complete as per
cum 1302.30
23.6 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the
recharge pit, over the existing layer of boulders, in required thickness, for all leads
& lifts, all complete as per direction of Engineer-in-charge.
cum 1309.00
23.7 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in
recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete
as per direction of Engineer -in- charge.
cum 1309.00
23.8 Gravel packing in tubewell construction in accordance with IS: 4097, including
providing gravel fine/ medium/ coarse, in required grading & sizes as per actual
requirement, all complete as per direction of Engineer-in-charge.
cum 1479.25
23.9 Providing and fixing factory made precast RCC perforated drain covers, having
concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with
8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including
providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge
binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of
Engineer- in-charge.
each 1213.25
23.10 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW
(Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended
casing pipes of required dia, conforming to IS: 4270, of reputed & approved make,
including painted with outside surface with two coats of anticorrosive paint of
approved brand and manufacture, including required hire & labour charges, fittings
& accessories, all complete, for all depths, as per direction of Engineer-in-charge.
23.10.1 100 mm nominal size dia having minimum wall thickness 5.00 mm metre 1172.30
23.11 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW
(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm)
mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia,
conforming to IS: 8110, of reputed and approved make, having wall thickness not
less than 5.40 mm, including painted with outside surface with two coats of
anticorrosive bitumestic paint of approved brand and manufacture, including hire &
labour charges, fittings & accessories, all complete, for all depths, as per direction
of Engineer -in-charge.

23.12 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to
establish maximum rate of usable water yield without sand content (beyond
permissible limit), with required capacity air compressor, running the compressor
for required time till well is fully developed, measuring yield of well by "V" notch
method or any other approved method, measuring static level & draw down etc. by
step draw down method, collecting water samples & getting tested in approved
laboratory, i/c disinfection of tubewell, all complete, including hire & labour
charges of air compressor, tools & accessories etc., all as per requirement and
hour 916.80
23.13 Providing and fixing suitable size threaded mild steel cap or spot welded plate to
the top of bore well housing/ casing pipe, removable as per requirement, all
complete for borewell of:
23.13.1 100 mm dia each 189.65
23.13.2 150 mm dia each 210.75
23.13.3 200 mm dia each 280.95
23.14 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of
tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size
complete.
23.14.1 100 mm clamp each 1522.50
23.14.2 150 mm clamp each 1609.25
23.14.3 200 mm clamp each 1827.00
23.15 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe
assembly of tubewell as per IS:2800 (part I).
23.15.1 100 mm dia each 228.25
23.15.2 150 mm dia each 281.75
23.15.3 200 mm dia each 308.55
24 CONSERVATION OF HERITAGE BUILDINGS
24.1 Raking out joints of stone masonry surface to the required width and depth, with
due care and precaution, by mechanical / manual means, including preparing and
cleaning the surface for re-pointing/ refilling of joints, including disposal of rubbish
to the dumping ground within 50 metre lead.
sqm 59.75
24.2 Providing and fixing double scaffolding system (cup lock type) on the exterior side
of building/structure, upto 25 metre height, above ground level, including
additional rows of scaffolding in stepped manner as per requirement of site, made
with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical
tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps
and staircase system in the scaffolding for working platform etc. and maintaining it
in a serviceable condition for execution of work of cleaning and/ or pointing and/ or
applying chemical and removing it thereafter. The scaffolding system shall be
stiffened with bracings, runners, connecting with the building etc, wherever
required, if feasible, for inspection of work at required locations with essential
safety features for the workmen etc., complete as per directions and approval of
Engineer-in-charge.
sqm 285.00
24.3 Cleaning the sand stone surface and removing dirt, dust, bird dropping, grease, oil,
algae, fungus, monkey beats, vegetable growth etc., including providing, applying
and washing the surface with liquid Ammonia Chemical of 5% solution and other
chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-
in-charge, of approved brand and manufacturer, with the help of required
scrubbers and also cleaning with machine operated water jet mixed with desired
quantity of fine silica where ever required, without causing any scratching/ damage
to the stone surface and finally washing the surface with clean water with the help
of pressure jet machine, complete in all respect, including taking all precautions to
safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any
damage to the building/structure, all as per direction of Engineer- in-charge (The
rate is inclusive of all materials & labours involved except scaffolding).
sqm 174.85
24.4 Providing and applying antifungal wash treatment using 3% solution of sodium
pentachlorophenate, of reputed brand and manufacturer, on cleaned sand stone
surface at desired locations as per direction of Engineer-in-charge (The rate is
inclusive of all materials & labours involved except scaffolding).
sqm 64.10
24.5 Ruled / Flush pointing on Red sand stone masonry surface with lime, surkhi and
marble dust mortar in the ratio of 1:1.5:1/2 {One lime: 1.5 surkhi (50% red and 50%
light yellow surkhi ) : 1/2 marble dust}. (The rate is inclusive of all materials &
labours involved except scaffolding).
sqm 310.05
24.6 Ruled/ Flush pointing on White sand stone masonry surface with lime, surkhi and
marble dust mortar in the ratio of 1:1.5:1/2 {One lime : 1.5 surkhi (15% dark red
and 85% light yellow surkhi) : 1/2 marble dust}. (The rate is inclusive of all materials
& labours involved except scaffolding).
sqm 310.05
24.7 Applying two or more coat of Ethyl Silicate chemical as approved by Archaeological
Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with
brush or spray on the existing stone masonry surface till there is no further
absorption of chemical by stone surface, including protecting the applied surface
from direct sunlight by suitable means during application, all complete as per
direction of the Engineer-in-Charge (The rate is inclusive of all materials & labours
involved except scaffolding).
sqm 281.40
24.8 Applying breathable, non-reactive, antifungal, and water repellant Silane/Siloxane
chemical as approved by Archaeological Survey of India/ Engineer-in-charge, of
approved brand and manufacture, diluted with solvent mineral Turpentine oil in
the ratio of 1:12 (One part of approved chemical :12 Part of Turpentine oil), on the
existing sand stone masonry surface with two or more coats to give uniform
application of chemical on the surface, all complete as per direction of Engineer-In-
charge (The rate is inclusive of all materials & labours involved except scaffolding).
sqm 91.35
25 STRUCTURAL GLAZING ALUMMINIUM COMPOSITE PANEL
25.1 Providing and supplying aluminium extruded tubular and other aluminium sections
as per the architectural drawings and approved shop drawings , the aluminium
quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder
coating of 60-80 microns conforming to AAMA 2604 of required colour and shade
as approved by the Engineer-in-Charge. ( The item includes cost of material such as
cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame
work. Nothing extra shall be paid on this account). The weight of aluminium
extruded section shall be taken for purpose of payment.
kg 370.45
25.2 Designing, fabricating, testing, protection, installing and fixing in position semi (grid)
unitized system of structural glazing (with open joints) for linear as well as
curvilinear portions of the building for all heights and all levels, including: (a)
Structural analysis & design and preparation of shop drawings for the specified
design loads conforming to IS 875 part III (the system must passed the proof test at
1.5 times design wind pressure without any failure), including functional design of
the aluminum sections for fixing glazing panels of various thicknesses, aluminium
cleats, sleeves and splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps
etc., structural and weather silicone sealants, flashings, fire stop (barrier)- cum-
smoke seals, microwave cured EPDM gaskets for water tightness, pressure
equalisation & drainage and protection against fire hazard including: (b) Fabricating
and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5
brackets of required sizes, sections and profiles etc. to accommodate 3
Dimentional movement for achieving perfect verticality and fixing structural glazing
system rigidly to the RCC/ masonry/structural steel framework of building structure
using stainless steel anchor fasteners/ bolts, nylon seperator to prevent bimetallic
contacts with nuts and washers etc. of stainless steel grade 316, of the required
capacity and in required numbers. (c) Providing and filling, two part pump filled,
structural silicone sealant and one part weather silicone sealant compatible with sqm 3111.35
25.3 Providing, assembling and supplying vision glass panels (IGUs) comprising of
hermetically-sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of
size and shape as required and specified, comprising of an outer heat strengthened
float glass 6mm thick, of approved colour and shade with reflective soft coating on
surface # 2 of approved colour and shade, an inner Heat strengthned clear float
glass 6mm thick, spacer tube 12mm wide, dessicants, including primary seal and
secondary seal (structural silicone sealant) etc. all complete for the required
performances, as per the Architectural drawings, as per the approved shop
drawings, as specified and as directed by the Engineer-in-Charge. The IGUs shall be
assembled in the factory/ workshop of the glass processor. (Payment for fixing of
IGU Panels in the curtain glazing is included in cost of item No.25.2) For payment,
only the actual area of glass on face # 1 of the glass panels (excluding the areas of
the grooves and weather silicone sealant) provided and fixed in position, shall be
measured in sqm. (i) Coloured tinted float glass 6mm thick substrate with reflective
soft coating on face # 2, + 12mm Airgap + 6mm Heat Strengthened clear Glass of
approved make having properties as visible Light transmittance (VLT) of 25 to 35 %,
Light reflection internal 10 to 15%, light reflection external 10 to 20 %, shading
coefficient (0.25- 0.28) and U value of 3.0 to 3.3 W/m2 degree K etc. The properties
of performance glass shall be decided by technical sanctioning authority as per the
site requirement. sqm 3377.50
25.4 Extra for openable side / top hung vision glass panels (IGUs) including providing and
supplying at site all accessories and hardwares for the openable panels as specified
and of the approved make such as heavy duty stainless steel friction hinges, min 4 -
point cremone locking sets with stainless steel plates, handles, buffers etc. including
necessary stainless steel screws/ fasteners, nuts, bolts, washers etc. all complete as
per the Architectural drawings, as per the approved shop drawings, as specified and
as directed by the Engineer- in-Charge.
sqm 3309.05
25.5 Providing, fabricating and supplying shadow box of required size and shape, for
fixing in the spandrel portion of the structural glazing, in linear as well as curvilinear
portions of the building by providing semi -rigid, inorganic, non-combustible fibre
glass wool insulation 50 mm thick, conforming to IS: 8183 and BS: 3958 Part 5. The
insulation layer shall have facing (factory bonded on surface # 1 of the fibre glass
insulation layer), of black non-woven fibre glass tissue of nominal thickness 0.5 mm
and nominal mass not less than 60 gm /sqm, made of randomly oriented glass
fibres distributed in a binder by a wet-lay process including fixing 1.5 mm thick solid
aluminum sheet backing using, 6 mm thick cement board including SS rivets, nuts,
bolts, washers etc complete.
sqm 1954.30
25.6 Providing and supplying Spandrel Glass Panels comprising of 6 mm thick heat
strengthened monolithic float glass of approved colour and shade with reflective
soft coating on surface # 2 of approved colour and shade so as to match the colour
and shade of the IGUs in the vision panels etc. ,all complete for the required
performances as specified, as per the Architectural drawings, as per the approved
shop drawings, as specified, and as directed by the Engineer- in-Charge. For
payment, only the actual area of glass on face # 1 of the glass panels (but excluding
the area of grooves and weather silicone sealant) provided and fixed in position,
shall be measured in sqm. (Payment for fixing of Spandrel Glass Panels in the
curtain glazing is included in cost of relevent Item*).“(i) Coloured tinted float glass
6mm thick substrate with reflective soft coating on face # 2, having properties as
visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%,
light reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of
3.0 to 3.3 W/m2 K etc. . The properties of performance glass shall be decided by
technical sanctioning authority as per the site requirement.
sqm 2213.50
25.8 Design supply & installation of suspended Spider Glazing system designed to
withstand the wind pressure as per IS 875 (Part-III). The Suspended System held
with Spider Fittings of SS-316 Grade Steel of approved manufacturer with glass
panel having 12 mm thick clear toughened glass held together with SS- 316 Grade
Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The
Glass fins and glass panel assembly shall be connected to Slab/beams by means of
SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS
channel of 50x25x2mm using fastener & anchor bolts, non staining weather
sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-
metallic contacts, all complete to perform as per specification and approved
drawings. The complete system to be designed to accommodate thermal expansion
& seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at
the perimeter & in U channel of the assembly to be filled with non staining weather
sealant, so as to make the entire system fully water proof & dust proof. The rate
shall include all design, Engineering and shop drawing including approval from
structural designer, labour, T&P, scaffolding, other incidental charges including
wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer
plates, fastener, anchors, SS channel laminated glass etc. all complete. For the
purpose of payment, actual elevation area of Glazing including thickness of joints
and the portion of Glass panel inside the SS channel shall be measured. sqm 8230.05
26 NEW TECHNOLOGIES AND MATERIALS
26.1 Providing & fixing in position Phenol bonded Bamboowood flooring with planks of
sizes 14mm thick, minimum 1800mm length and minimum 100 mm wide, in
approved colour, texture and finish, having Performance Appraisal Certificate
(PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The
flooring shall be fixed with tongue and groove interlocking system, with
underlayment of 4mm thick expanded polyethylene foam sheets having density
40kg/cum, over prepared surface with necessary quarter round planks of size
1900mm x 18mm and door reducer of size 1900mm x 44mm, wherever required.
The bamboowood planks shall have minimum density of 1000 Kg/cum & minimum
Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of
the Engineer in-charge.
sqm 5289.05
26.2 Providing & fixing in position Phenol bonded Bamboo wood in wall skirting with
planks of sizes 14mm thick, 1900mm length (minimum) and 85mm wide(minimum),
in approved colour, texture and finish, having Performance Appraisal Certificate
(PAC) issued by Building Materials & Technology Promotion Council (BMTPC). The
skirting shall be fixed with SS screws & rawl plugs, over underlayment of 4mm thick,
expanded polyethylene foam sheets having 40kg/cum density over prepared
surface. The bamboowood planks shall have minimum density of 1000Kg/cum &
minimum Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per
direction of the Engineer in-charge.
sqm 5191.10
26.3 Providing & fixing in position Phenol bonded Bamboowood wall cladding at all
height with planks of sizes 10mm thick, minimum 1800mm length and minimum
100 mm wide, in approved colour, texture and finish, having Performance
Appraisal Certificate (PAC) issued by Building Materials & Technology Promotion
Council (BMTPC), with necesasary profiled edges fixed with 40mm SS screws 5 nos
in each tile to frame work made of second class teak wood of size 20x15 mm in
centre of each tile and bottom and top of work height, 40x15mm placed at ends of
each tile. The cladding shall be laid over backlayment of 1.00 mm thick expanded
polyethylene foam of density 40kg/cum in two layers, first layer on wall surface
before fixing wooden frame and second layer on frame under cladding. The
bamboowood planks shall have minimum density of 1000 Kg/cum & minimum
Hardness 1000 Kgf. with Eco friendly UV coating, all complete as per direction of
the Engineer in-charge.
sqm 5609.20
26.4 Providing & fixing in position Phenol bonded Bamboowood panelled or panelled
and glazed shutters for doors windows, clerestorey windows with pre-molded
minimum 30mm thick planks, in approved colours, texture & finish. It shall have
10mm wide, 25mm deep grove to fit in panels.The bamboo wood shall have
minimum density of 1000 Kg/cum, minimum Hardness 1000 Kgf. All styles and rails
shall have profiled interlocking system locked in place by bamboo pins, all complete
as per direction of Engineer in charge. (The panelling will be paid for separately).
sqm 5504.70
26.5 Providing & fixing in position Phenol bonded Bamboo wood panelling of 10mm
thick, in 25 to 40 mm thick panelled or panelled & glazed shutters for doors,
windows, clerestorey windows, in approved colour, texture & finish. The
bamboowood planks shall have minimum density of 1000 Kg/cum & minimum
Hardness 1000 Kgf. The panels shall have profiled interlocking system locked in
place with bamboo pins all complete as per direction of the Engineer in-charge.
(area of opening for panel inserts excluding portion inside grooves or rebates to be
measured)
sqm 3609.00
26.6 Providing & fixing in position 65 mm thick factory made door frame of Phenol
bonded Bamboo wood (superior class, interior use), in approved colour, texture
and finish.The bamboo wood shall have minimum density of 1000 Kg/cum,
minimum hardness 1000 Kgf. The door frame shall have tenon & mortise
interlocking system, to be fixed to the wall with 100 mm size G.I screws all a
complete as per direction of Engineer-in charge.
cudm 255.60
26.6A Providing, erecting, laying and fixing in position in 3.5 to 4 mm thick bamboo mat
corrugated sheet (BMCS) as per IS: 15476-2004 in roofing with self drilling screws
along with EPDM washers complete or with galvanized iron J or L hooks 8mm dia
G.I. plain and bitumen washers etc, all complete as per direction of Engineer-in-
Charge.
sqm 5188.65
26.6B Providing and fixing in position ridges of 3.5 to 4 mm thick bamboo mat ridge cap
(BMRC) as per IS: 15476-2004 in roofing with self drilling screws along with EPDM
washers complete or with galvanized iron J or L hooks 8mm dia G.I. plain and
bitumen washers etc, all complete as per direction of Engineer-in-Charge.
metre 4152.45
26.6C Providing and fixing at all height false ceiling of 4mm thick phenol bonded Bamboo
Mat board (595x595mm) conforming to IS:13958- 1994 including providing and
fixing of frame work made of GI angle 25x25x0.4 mm thick all around suitably fixed
to wall with the help of dash fastener and hanger frame (600x600 c/c) made GI
slotted Tee having powder coating on bottom side (30x25x0.3 mm thick for main
member & 25x25x0.3 mm for cross member) connected to ceiling with 2.64mm GI
wire and anchor fastener at every junction and also including cost of making
openings for light fittings, grills, diffusers, cut outs made with frame of perimeter
channels suitably fixed all complete as per direction of Engineer-in-charge.
sqm 3375.50
26.6D Providing and fixing at Bamboo Mat board conforming to IS:13958- 1994 for
partition to frame by bucking or studding with screws etc. complete (Frames,
backing or studding to be paid separately)
26.6D.1 3mm thickness sqm 2443.15
26.6E Providing and fixing at all height wall panelling with phenol bonded Bamboo Mat
board conforming to IS:13958-1994 including providing and fixing to frame work
made of 50mm x 50mm hardwood plugs including cutting brick work and fixing in
cement mortar and making good the wall etc. and also providing and fixing wooden
moulded corner beading of triangular shape to the junction of panelling etc. with
iron screws all complete as per direction of Engineer-in-Charge.
26.6E.1 9mm thickness sqm 4459.70

26.6E.2 12mm thickness sqm 5095.05
26.7 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of
required size between cavity wall, complying with ISO 4898:2008 & ASTM C 578-
08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C 578
(measured as per IS 3346), compressive strength of > 350 kPa listed as per ASTM D
1621, density of 34-36 kg/m³ as per ASTM D 1622, water absorptions ? 1% by
volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM D
2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property as
per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable
water based adhesive and fastener, complete in all respect as per the direction of
Engineer-in-Charge.
sqm 850.65
26.8 Providing and fixing 50 mm thick extruded polystyrene rigid insulation board of
required size underdeck on ceiling surface, complying with ISO 4898:2008 & ASTM
C 578-08b - type VI, having thermal conductivity of 0.0289 W/m K as per ASTM C
578 (measured as per IS 3346), compressive strength of > 350 kPa listed as per
ASTM D 1621, density of 34-36 kg/cum as per ASTM D 1622, water absorptions ?
1% by volume as per ASTM D 2842, oxygen index of 24.1 to 28.1 listed as per ASTM
D 2863, cell size 0.4 mm of dia (max) as per ASTM D 3576. Fire retardent property
as per DIN 4102, Part 1 of class B2 and as per ASTM E84 class A, fixed with suitable
water based adhesive and fastener, complete in all respect as per the direction of
Engineer-in-Charge.
sqm 922.30
26.9 Providing and fixing factory made solid Foam uPVC profile for kitchen cabinet frame
(45 x 20 mm) of approved shade, quality and make. The profile shall be laminated
on both sides, made from rigid foam sheets (Single extruded) having density 600
Kg/cum and the exposed edges sealed with PVC edge beading of same shade and
colour. The frame shall be fire retardent with necessary screw holding capacity.
Frame shall be fixed to wall using Expendable Fastner with necesary stainless steel
screws, all complete as per direction of Engineer-in-charge.
metre 399.90
26.10 Providing and fixing factory made Kitchen Cabinet Shutter/Partition 20 mm
nominal thickness of approved shade, quality and make, made from rigid foam
sheets (Single extruded) having density 600 Kg/cum and laminated on both side by
laminate Sheet/PVC foil lamination. The exposed edges shall be sealed with PVC
edge beading of same shade and colour. The shutter shall be fire retardent having
necessary screw holding capacity. Shutter shall be fixed to frame using approved
hinges with necessary stainless steel screws, all complete as per direction of
Engineer-in-charge.
sqm 4767.80
26.11 Providing and fixing concealed hinge of approved quality for 19-20mm thick door
with stainless steel screws complete : each 115.55
26.12 Supplying & laying of bi-axial extruded high modulus polypropylene geogrid
coforming to MORTH SPECIFICATION for base/sub-base reinforcement having
minimum tensile strength 15kN/m in the longitudinal and transverse direction, with
5kN/m and 7kN/m tensile strength at 2% and 5% strain respectively in the
longitudinal and transverse direction, junction efficiency not less than 95% and with
38mm X 38mm mesh opening.
sqm 204.55
sqm 226.65
10.5kN/m and 21kN/m tensile strength at 2% and 5% strain respectively in the
sqm 329.65
sqm 454.75
26.16 Supplying & laying of drainage composite for use behind walls, between two
different fills, alongside drains of road, below concrete lining of canals etc.
Geocomposite for planar drainage, realized by thermobonding a draining core in
extruded monofilaments with two filtering nonwoven geotextiles that may also be
working as separation or protecting layers. The draining three dimensional core will
have a “W” configuration as longitudinal parallel channels. Minimum thickness to
be 7.2mm, with two filtering UV stabilized polypropylene nonwoven geotextile of
minimum thickness of 0.75mm charecteristic opening size (O90) of 110 micron and
tensile strength of 8.0 kN/m that will be working as separation or protecting layer,
geocomposite having in plane flow capacity of 2.1 L / (m.s) at hydraulic gradient of
1.0 & 20 kPa pressure and tensile strength of 18 kN/m , with mass per unit area of
740 gsm, supplied in the form of roll for easy transportation to site of work as per
detailed specification all complete as per directions of Engineer in charge.
sqm 808.00
26.17 Supplying & laying of drainage composite for use behind walls, between two
different fills, alongside drains of road, below concrete lining of canals etc. having
thermobonding a draining core - HDPE geonet comprises of two sets of parallel
overlayed ribs integrally connected to have a rhomboidal shape with a polyethylene
film and a nonwoven geotextile having mass per unit area 130 gsm and tensile
strength of 8.0 kN/m that will be working as separation or protecting layer,
geocomposite having in plane flow capacity of 0.7 L / (m.s) at hydraulic gradient of
1.0 & 20 kPa pressure and tensile strength of 13.5 kN/m , with mass per unit area of
830 gsm, at easily accessible location including top and bottom, with all leads and
lifts, manpower and machinery, materials, labour etc. complete and as directed
by Engineer - In - Charge.
sqm 955.15
26.18 Supplying and laying high strength flexible geogrids (HSFG) as soil reinforcement /
basal reinforcement as per MORTH 3100 and IRC 113, made of high tenacity
polyester core with polyethylene coating with Minimum Long Term Design Strength
(LTDS) of more than 50% of ultimate tensile strength at 30 degree Celcius
corresponding to 12 % strain .
26.18.1 Ultimate tensile strength- 100 kN/m sqm 322.30

26.19 Providing at all heights, levels and locations Aluminium profile industrial troughed
sheet of Alloy 31500/31000/40800, conforming to IS 1254, IS 737, IS 2676. The
sheet shall be fixed using self drilling/ self tapping SS screws of size 5.5x65 mm with
EPDM seal complete upto required pitch in horizontal, vertical or curved surfaces
i/c cutting to size and shape where required as per specifications, detail drawings
and direction of Engineer-in-Charge. The rate shall be inclusive of all screws, seal,
ridge, labour, scaffolding, machinery for fixing and approved sealent where
required etc. but excluding the cost of purlins, rafters and trusses.
26.19.1 0.71 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.
sqm 983.90
26.19.2 0.91 mm thick, the profile detail width 1044/920 mm, cover width 1000/875 mm.
sqm 1247.40
26.22 Providing and fixing false ceiling at all heights with integral densified calcium silicate
reinforced with fibre and natural filler false ceiling tiles of Size 595x595mm of
approved texture, design and patterns as per CPWD Specification 2019, to be laid
in true horizontal level suspended on inter-locking metal T-Grid of hot dipped
galvanised iron section of 0.33mmthick (galvanized @ 120 grams per sqm
including both sides)comprising of main-T runners of size 24x38 mm of length
3000 mm,cross - T of size 24x32 mm of length 1200 mm and
secondaryintermediate cross-T of size 24x32 mm of length 600mm to formgrid
module of size 600 x 600 mm, suspended from ceiling usinggalvanised mild steel
items (galvanizing @ 80 grams per sqm) i.e. 12x50 mm long dash fasteners, 6 mm
dia fully threaded hanger rod upto 1000 mm length and L-shape level adjuster of
size 76x25x25x1.6 mm fixed with grid and Z cleat of size 25x37x25x1.6mm thick
with precut hole on both 25mm flange to pierce into 12x50mm or even bigger size
dash fastener if require, fixed with Glavanised iron perimeter wall angle or size
24x24x0.40 mm of length 3000 mm to be fixed on periphey wall / partition with the
help of plastic rawl plugs at 450mm center to center and 40 mm long dry wall S.S
screws. The workshall be carried out as per specifications, drawing and as per
directionsof the Engineer-in- Charge.
26.22.1 With 15 mm thick Tegular edged light weight calcium sliciate false ceiling tiles
sqm 1693.65
26.22.2 With 15 mm thick tegular/butt edged without perforation plain/designer light
weight calcium silicate Anti-Microbial Bio-Safe coated false ceiling tiles Confirming
to JIS-Z2801 and ASTM G-21
sqm 1820.05
26.23 Providing and fixing false ceiling at all heights with integral densified calcium silicate
reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of
approved texture, design and patterns having NRC (Noise Reduction coefficient) of
0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non
combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7),
humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM
518:1991, in true horizontal level suspended on interlocking metal powder coated
T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette
profile,rotary stiched double webbed white with 6mm reveal profile
(white/black),comprising of main-T runners of size 15x42mm of length 3000 mm,
cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross- T
of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm,
suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams
per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully
threaded hanger rod upto 1000 mm length and L-shape level adjuster of size
85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length
3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs
at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be
carried out as per specifications, drawing and as per directions of the Engineer-in-
Charge.
26.23.1 With 15 mm thick integral densified micro edge light weight calcium silicate false
ceiling tiles sqm 2055.65
26.24 Providing and fixing in position wall panelling at all heights with integral densified
calcium silicate panels/tiles of size 595 x 595mm, having NRC (Noise Reduction
coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85%
(minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476
(part 6 &7), humidity resistance of 100%, thermal conductivity <0.043 W/m K as per
ASTM 518:1991, comprising of a frame made from especially fabricated galvanised
mild steel sheet 0.50 mm thick pressed section (galvanizing @120 grams per sqm
including both sides) i.e.vertical studs of size 48 x 34 x 36 mm are placed at 600mm
center to center in a floor and ceiling channel section of size 50 x 32m fixed to the
floor and soffit at 600mm centers using 12mm dia,50mm long wedge type
expanded zinc alloy dash fastner with 10mm bolt. This same channel is then to be
fixed in horiziontal direction at 600mm center to center so as to form a grid of
600mm x 600mm. Glasswool of 50mm thickness is then to be inserted in the slots
and finally calcium silicate non combustible panels/tiles are to be screw fixed with
self tapping pan head nickel coated mild steel screws of size 13 x 3.2mm on to this
grid leaving an even groove of 1 mm between the panels. The joints between the
panels are to be duly jointed and finished using recommended jointing calcium
silicate based compound and fiber joint tape roll 50mm wide (90 metre )roll and
two coats of primer suitable for panelling as per manufacturer's specification as per
26.24.1 With 15 mm thick fully perforated square/butt edge light weight calcium silicate
panels/ tiles sqm 2748.85
26.25 Providing and fixing 15 mm thick false ceiling tiles at all heights with integral
densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of
Size 595x595 mm of approved texture, design and patterns having NRC (Noise
Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of
85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per
BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m
K as per ASTM 518:1991,in true horizontal level on the existing frame work
consisting of T-sections and Lsections suitably fixed according to tile size as per
sqm 1419.00
26.26 Providing & fixing false ceiling at all heights with GRG (Glass Fibre Reinforced
Gypsum) false ceiling tiles of Size 595x595 mm of approved texture, design and
patterns having moisture content less than 2%, humidity resistance of 99%,
NRC0.50 to 0.75 as per IS 8225:1987, Non combustible as per BS 476 (part 4)-1970
and light reflectance of 85% (minimum) to be laid in true horizontal level
suspended on interlocking metal T-Grid of hot dipped galvanised iron section of
0.33mm thick (galvanized @ 120 grams per sqm including both sides) comprising of
main-T runners of size 15x32 mm of length 3000 mm, cross - T of size 15x32 mm of
length 1200 mm and secondary intermediate cross-T of size 15x32 mm of length
600mm to form grid module of size 600 x 600 mm, suspended from ceiling using
galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8
mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto
1000 mm length and L-shape level adjuster of size 85x25x2 mm. Galvanised iron
perimeter wall angle of size 24x24x0.40 mm of length 3000 mm to be fixed on
periphery wall / partition with the help of plastic rawl plugs at 450 mm center to
center and 40 mm long dry wall wood screws. The work shall be carried out as per
specifications, drawing and as per directions of the Engineer-in-Charge.
26.26.1 With semi perforated 12 mm thick micro tegular edged GRG false ceiling tiles.
sqm 1690.45
26.26.2 With fully perforated 12 mm thick micro tegular edged or 10 mm thick square
edged GRG false ceiling tiles. sqm 1760.70
26.27 Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm
of approved texture, design and pattern. The tiles should have Humidity Resistance
(RH) of 99%, Light Reflectance ? 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K,
Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on
interlocking T-Grid of hot dipped all round galvanized iron section of 0.33 mm thick
(galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000
mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross
T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm
suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50
mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded
hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm,
spaced at 1200 mm centre to centre along main ‘T’. The system should rest on
periphery walls /partitions with the help of GI perimeter wall angle of
size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help
of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws.
The exposed bottom portion of all T-sections used in false ceiling support system
shall be pre-painted with polyester baked paint, for all heights. The work shall be
carried out as per specifications, drawings and as per directions of the engineer-in-
charge.
26.27.1 With 16 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6
sqm 2069.90
26.27.2 With 20 mm thick beveled tegular mineral fibre false ceiling tile (NRC 0.7) sqm 2362.10
26.27.3 With 16 mm thick beveled tegular mineral fibre Anti- microbial false ceiling tile
confirming to ISO 5 (class 100) specifications sqm 2189.55
26.28 Chipping of unsound/weak concrete material from slabs, beams, columns etc. with
manual Chisel and/ or by standard power driven percussion type or of approved
make including tapering of all edges, making square shoulders of cavities including
cleaning the exposed concrete surface and reinforcement with wire brushes etc.
and disposal of debris for all lead and lifts all complete as per direction of Engineer-
In-Charge
26.28.1 75mm average thickness sqm 311.95

26.28.2 50mm average thickness sqm 211.55
26.28.3 25 mm average thickness sqm 104.60
26.29 Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust
free steel surface by using alkaline chemical rust remover of approved make with
paint brush and removing loose particles after 24 hours of its application with wire
brush and thoroughly washing with water and allowing it to dry, all complete as per
direction of Engineer-In-Charge.
26.29.1 Bars upto 12 mm diameter metre 6.65

26.29.2 Bars above 12 mm diameter metre 13.35
26.30 Drilling suitable holes in reinforced or plain cement concrete with power driven drill
machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels,
columns and slabs to introduce steel bars for sunshades/balconies including fixing
the steel bars in position using epoxy resin anchor grout of approved make but
excluding the cost of reinforcement, all complete as per direction of Engineer-In-
Charge.
26.30.1 Upto and including 12mm dia. each 121.95

26.31 Providing, mixing and applying bonding coat of approved adhesive on chipped
portion of RCC as per specifications and direction of Engineer-In-charge complete
in all respect.
26.31.1 SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg
cement per sqm of surface area mixed with specified proportion of approved
polymer
sqm 117.75
26.31.2 Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make sqm 390.45
26.32 Providing, mixing and applying SBR polymer (of approved make) modified Cement
mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer
minimum 2% by wt. of cement used) as per specifications and directions of
Engineer-in-charge.
26.32.1 12 mm average thickness. sqm 333.00

26.32.2 25 mm average thickness in 2 layers. sqm 510.50
26.32.3 50 mm average thickness in 3 layers. sqm 1020.95
26.33 Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by
wt. of cement used) modified plain/reinforced cement concrete for structural
members having minimum characteristic compressive strength [with ordinary
portland cement, coarse sand and graded stone aggregate of 10mm maximum size
in proportion as per design criteria] with specified average thickness.
26.33.1 50mm thick in Grade M 25 with cement content not less than 330 kg per cum
sqm 567.25
sqm 850.85
26.34 Providing and laying SBR Polymer modified (of approved make @ minimum 2% by
wt. of cement used) plain/reinforced concrete jacket for the structural members
e.g. columns, pillars, piers, beams etc with concrete having the specified minimum
characteristic compressive strength [with ordinary portland cement, coarse sand
and graded stone aggregate of 10mm maximum size in proportion as per design
criteria] with specified average thickness all-round existing core of RCC member.
sqm 567.25
sqm 850.85
sqm 1134.45
26.35 Providing and injecting approved grout in proportion recommended by the
manufacturer into cracks/honey-comb area of concrete/ masonry by suitable
gun/pump at required pressure including cutting of nipples after curing etc.
complete as per directions of Engineer-in- Charge. (The payment shall be made on
the basis of actual weight of approved grout injected.)
26.35.1 Stirrer mixed Acrylic Polymer of approved make @ 2% of weight of cement used)
modified Cement slurry made with non shrink compound in concrete/RCC work
kg 102.85
26.35.2 Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with
Shrinkage Compensating Cement in concrete/RCC work. kg 106.70
26.35.3 Epoxy injection grout in concrete/RCC work of approved make kg 793.25
26.36 Providing, erecting, maintaining and removing temporary protective screens made
out of specified fabric with all necessary fixing arrangement to ensure that it
remains in position for the work duration as required by the Engineer-in-charge.
26.36.1 Wooven PVC cloth sqm 45.70

26.37 Cleaning of exposed concrete surface of sticking material including loose and
foreign material by sand blasting with coarse sand followed by and including
cleaning with oil free air blast as per direction of Engineer in charge.
sqm 370.15
26.38 Shotcreting R.C.C. columns, beams and slabs etc. in layers with approved design mix
concrete having the specified minimum characteristic compressive strength [with
ordinary portland cement, coarse sand and graded stone aggregate of 10 mm
maximum size in proportion as per design criteria] including the cost of centering
and shuttering at edges and corners etc. as directed by Engineer- in-Charge
sqm 678.15
sqm 1073.45
sqm 1530.30
26.39 Providing and inserting 12mm dia galvanised steel injection nipple in honey comb
area and along crack line including drilling of holes of required diametre (20mm to
30mm) up to depth from 30mm to 80mm at required spacing and making the hole
& crack dust free by blowing compressed air, sealing the distance between injection
nipple with adhesive chemical of approved make and allow it to cure complete as
per direction of Engineer-In-Charge.
each 202.70
26.4 Providing and fixing hard drawn steel wire fabric of size 75 x25 mm mesh or other
suitable size wire mesh to be fixed & firmly anchored to the concrete surface by
means of "L" shaped mild steel shear key welded with existing reinforcement
including the cost of materials, labour, tool & plants as approved by Engineer-in-
charge.
sqm 820.80
26.41 Designing, providing, installing and fixing factory finished custom designed cold
form Light Gauge Steel Framed super structure comprising of steel wall panel,
trusses, purlins etc manufactured out of minimum 0.75 mm thick steel sheet as per
design requirements. The steel sheet shall be galvanized (AZ-150gms Aluminium
Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to
AISI specifications and IBC 2009 for cold formed steel framing and construction and
also as per IS: 875-1987, ISO 800-1984 and IS:801-1975. The wind load shall be as
per provisions of IS 875 (part -III). LGSFS frame shall be designed as per IS: 801 using
commercially available software such as Frame CAD Pro-11.7/ STAAD
PRO-V8i/ArchitekV2.5.16/ Revit architecture-2011 or equivalent. Proper usage of
Connection Accessories like Heavy Duty Tension Ties, Light Duty Hold-ons, Twist
Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing
Sections, L-Shaped Angles for better structural stability. The framing section shall be
cold form C-type having minimum web depth 89 mm x 39mm flange x 11mm lip in
required length as per structural design requirement duly punched with dimple/slot
at required locations as per approved drawings. The slots will be along centre line
of webs and shall be spaced minimum 250mm away from both ends of the
member. The frame can be supplied in panelized or knock down condition in
specific dimensions and fastened with screws extending through the steel beyond kg 235.70
26.42 Providing and fixing of external wall system on Light gauge steel frame work with
outer face cement boards as per standard sizes fixed with self- drilling / taping
screws / fasteners @ 60cm c/c of approved make. A groove of 2 mm to 3mm shall
be maintained and grooves shall be sealed with silicon based sealant. The board
shall be fixed in a staggered pattern. Screws shall be of counter sunk rib head of
1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm and.
Internal face 12.5 mm thick gypsum plaster board fixed on cement board as per
standard sizes fixed with self- drilling / taping screws / fasteners @ 60cm c/c of
approved make, proper taping and jointing to be done using fiber mesh tape and
epoxy and acrylic based jointing compound for seamless finish.(cost of frame work
to be paid for separately)
26.42.1 Outer face: Outer face having 6mm thick fiber cement board fixed on 9mm thick
fiber cement board, Type A, as per IS:14862:2000 (high pressure steam cured)
Inner Face :- 12.5 mm thick gypsum plaster board conforming to IS 2095:2011 fixed
on 8 mm thick fibre cement board confirming to IS:14862:2000 of type B (High
pressure steam cured)
sqm 3485.20
26.42.2 Outer face: Outer face having 8 mm thick cement bonded particle Board fixed on 10
mm thick cement bonded particle board. (Termite, Fire and Moisture Resistance) as
per IS 14276:1995. Inner face:-12.5 mm thick gypsum plaster board conforming to
IS 2095:2011 fixed on 8 mm thick cement bonded particle board (Termite, fire and
moisture resistance) confirming to IS:14276:1995)
sqm 2764.05
26.43 Providing and fixing internal wall panels on Light gauge steel frame work with
12.5mm thick gypsum plaster board conforming IS 2095:2011 fixed on cement
board as per standard sizes fixed with self-drilling / taping screws / fasteners @
60cm c/c of approved make, Screws shall be of counter sunk rib head of 1.60mm to
4 mm thick or 8 to 10 gauge of length varying from 25 to 45 mm. Proper taping and
jointing to be done using fiber mesh tape and epoxy and acrylic based jointing
compound for seamless finish.(cost of frame work to be paid for separately
26.43.1 Cement Fiber Board 8 mm thick as per IS 14862:2000 of type B (High pressure
Steam Cured) sqm 2170.40
26.43.2 Cement Bonded particle board 8 mm (Termite, Fire & Moisture Resistance), as per
IS:14276 : 1995 sqm 1920.20
26.44 Providing and fixing in all exterior face panels breathable vapour barrier
underneath the cement fiber board as per National Building Code 2009 complete as
per direction of Engineer-in-charge.
sqm 304.90
26.45 Supplying and installation of moisture resistant/fire resistant cement board as per
standard sizes fixed with self-drilling / taping screws. Screws shall be of counter
sunk rib head of 1.60mm to 4 mm thick or 8 to 10 gauge of length varying from 25
to 45 mm.
26.45.1 Cement Fiber Board 6 mm thick as per IS 14862:2000 of type B (High pressure
Steam Cured) sqm 1226.20
26.45.2 Cement Bonded particle board 8 mm thick (Termite, Fire & Moisture Resistance), as
per IS:14276 : 1995 sqm 850.90
26.46 Providing and fixing in position, 200 mm thick factory made Expanded Polystyrene
Core (EPS Core) wall panels consisting of EPS core sandwiched between two
Engineered sheets of welded wire fabric mesh duly finished with shortcrete
materials on outer faces. The fabric mesh shall be made of 3 mm dia G.I. wire mesh
with 50 mm pitch in both the directions and on both faces of the wall, kept at 120-
135 mm gap and connected by the zig zag G.I. wire of 3 mm dia at alternate row by
welding (at an angle ranging from 50-70 degree) . The EPS core shall consist of 100
mm thick EPS of density not less than 20 kg/ per cum. Both the outer faces of the
panel shall be finished by applying the layer of 50 mm thick cement mortar 1:3 {1
cement: 3 coarse sand (not having more than 40% stone chips of size upto 6 mm)} À
with the help of shotcreting/guniting equipment etc at a pressure not less than 1
bar (100Kn/m2) and both surfaces finished with trowel. Fixing operations of wall
panels shall be completed in all respect as per drawings and specifications and
under the overall direction of the Engineer-in-charge.
sqm 3957.45
26.47 Providing and fixing in position, 230mm thick factory made Expanded Polystyrene
Core (EPS Core) roof/floor panels made of 3 mm dia G.I. wire mesh with 50 mm
pitch in both the directions and on both faces of panel, kept at 120-135 mm gap
and connected by the zig zag G.I. wire of 3 mm dia at alternate row by welding (at
an angle ranging from 50-70 degree). The EPS core shall consist of 100 mm thick
EPS of density not less than 20kg/ per cum. The bottom side of the panel shall be
finished by applying a layer of 60-65 mm thick cement mortar 1: 3 {1 cement: 3
coarse sand (not having more than 40% stone chips of size upto 6 mm)} À with the
help of shotcreting equipment etc at a pressure of not less than 1 bar (100Kn/m2)
and surface finished with trowel. The top face of the panel shall be provided and
finished by applying 70-75 mm thick layer of cement concrete 1:1.5: 3 (1
cement :1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size). Fixing
operations of roof/floor panels shall be completed in all respect as per drawings
and specifications and under the overall direction of the Engineer-in-charge.
sqm 4286.85
26.48 Providing and fixing of customized Aluminium form work for monolithic
construction on RCC members with repetitive usage made up of aluninium
sheets/plates of minimum 4mm thickness and grade 6061 (Type-6). The formwork
comprises of (a) wall panel, roccker, kickerand internal soffit corner, external soffit
corner, external corner, internal corner etc., (b) beam components i.e, beam side
panel prop head for soffit beam, beams soffit panel, beam soffit bulk head and (c)
deck components i.e. deck panel, deck prop, prop length, deck mid, soffit length,
deck beam bar. The panels are held in position by a simple pin and wedge system
that passes thorugh holes in the out side rib of each panel. The tolerance of finished
panel shall not be less than (-1 mm) and shall conform to IS 14987-1999. Pins and
wedges to be made of high grade hot dipped galvansied mild steel. This form work
also comprises of M.S. angle iron, "Z" shaped brackets braced diagonally at 0.90 to
1.00 mtr. centre to centre on extrenal wall face just the level below on which to lay
M.S. square tube panels (Challis) and guard railing supports to form working
platform and 40 mm dia G.I. telescopic adjustable props to support deck formwork
and beam soffit panels including de-shuttering the formwork from odd/even level
to be shifted/lifted to next alterante odd/even level before which the points and
shuttering surface to be thoroughly cleaned, pins greasing and shuttering surface
oiling propoerly before fixing all complete including sealing of gap between kicker sqm 924.60
26.49 Providing and fixing in position factory made EPS cement sandwich wall/roof/floor
light weight solid core panels made of core material of EPS granule balls/beads
(conforming to IS 4671:1984 and shall have density not less than 15kg per cum)
adhesive, cement, sand, flyash and other bonding material in mortar state
processed to form in a preset mould. The outer face on both sides of the panels will
be non asbestos fiber cement board confirming to IS 14862:2000 or Calcium silicate
board confirming to EN 14306:2009 of 5mm thick each. Panel shall be laid on 6mm
thick cement mortar (1 cement: 2 fine sand) mixed with chemical adhesive of 0.5kg
per 50kg of cement or shall be preferably fixed into 'C' channel made of 1.2mm
thick MS plate screwed/fastenened to the slab/column/beam etc. The panel shall
fixed vertically with tongue and groove joint and horizontally locked with steel bar
between each other and floors and filled with cement mortar and adhesive. Panels
should be used as floor & roofing with additional structural support, steel or RCC
depending upon the design. All the operation shall be completed in all respect as
per drawings, Manufacturers specifications and under the overall direction of
Engineer-in-Charge (Cost of all the material is included except "C channel" which
will be paid seperately).
26.49.1 Non load bearing panels 50mm thick of required size sqm 1182.15
26.50 Providing and fixing in position factory made non asbestos fibre reinforced aerated
cement sandwich wall/roof/floor light weight solid core panels made of light weight
cement concrete core composed of OPC cement, pulverized flyash, quick lime,
cotton pulp & Gypsum in mortar state mixed with aeration agent in a preset mould.
The outer face on both sides of the panels will be non asbestos fibre cement board
confirming to IS 14862:2000. These solid wall panels are installed using Galvanized
iron steel tracks/C channel of 1mm thick of required sizes as recommended by
manufacturer's and fixed to floor and RCC soffit in plumb to each other with steel
screw/ fasteners. The panel shall be fixed vertically with tongue & groove joint with
cement based polymer modified jointing compound. The exposed surface finished
with fibre mesh/glass fibre tape with polymer based jointing compound having
superior flexibility. Panels should be used as floor & roofing with additional
structural support, steel or RCC depending upon the design. All the operation shall
be completed in all respect as per drawings, Manufacturers specifications and
under the overall direction of Engineer-in-Charge (Cost of all the material is
included except "tracks/C channel" which will be paid separately).
26.50.1 Non load bearing panels 50mm thick of required size (minimum 4mm thick fibre
cement board) sqm 1357.75
26.50.2 Non load bearing panels 75mm thick of required size (minimum 5mm thick fibre
cement board) sqm 1575.50
26.51 Supplying of standard quality GFRG panel of 124 mm thickness with modular
cavities purchased from GFRG panel manufacturing plant in the country, cut to
required wall sizes and floor/ roof slab sizes in correct length and height, including
cutting of door, window and ventilator opening as per the cutting drawing prepared
by architects /design engineers for the construction of GFRG building and loaded in
stillages for transportation to the construction site. Cost of panel includes security
deposits, hire charges of stillages & jaws, cost of transportation in trucks/ lorries
without any damages upto 300kms including all leads and lifts from GFRG
manufacturing plant to construction site and unloading at site using suitable fork
lift/ crane. (Payment shall be made on the basis of area of one side of panel without
reduction of opening of door/ window / ventilator). For transportation above
300kms, additional charges to be paid.
sqm 1309.05
26.52 Erection of GFRG Panels in walls in all floors using suitable crane as per instructions
of Engineer-in-Charge, as per cutting drawings and structural drawings, in perfect
line and plumb, above RCC plinth beam/GFRG panel below and provide necessary
lateral/ slanting support to keep the wall panel in safe position, providing & tieing
of Reinforcement as per structural drawings and applying a coat of water repellant
coating Zycosil/equivalent or equivalent product (1 Zycosil/equivalent
compound :10 water ) to saturation level over RCC plinth beam to provide water
proofing treatment to joint between wall panel & plinth beam as per the guide lines
/ instruction by the engineer in charge. (Cost of reinforcement, water proofing of
walls and plinth beam/GFRG panel below joints and installation of door/ window
frames before filling of concrete shall be paid separately). The rate quoted shall
include making provision for laying of lintels, beams, sunshades, staircase beams,
lofts, plumbing work, electrical conduits and any structural insertion etc., as per the
drawing and direction of the engineer in charge. The payment shall be made based
on the actual exposed area (one side only) of the panel.The work shall be carried
out as per the Special Conditions For Glass Fibre Reinforced Gypsum (GFRG)
Structures mentioned in NIT.Note: i) When cutting panel, “A” side is to be for
outside or external surface of respective external wall and B side is to be for
internal surface of wall ii)Erection of panel is to be with reference to both building sqm 234.80
26.53 Filling of empty cavities (as shown in the structural design drawing) with quarry
dust mixed with 5% cement (by volume). After initial infill of 50 mm thick with M25
concrete at base/bottom of cavities to seal off, infill wall panel cavities in 3 stages as
detailed below, (i) 1st pour / infill to be limited to 0.3 to 0.50 m height from bottom
of the panel.(ii) 2nd Pour/ infill: infilling shall be done only after 90 minutes interval
between successive pours. The maximum height of infill shall be restricted to 1.5m
height or up to the top level of door / window.(iii) 3rd pour/infill: After an interval
of 90 minutes of second pour, infill or pour the balance height up to the bottom of
embedded RCC tie beam. Pour enough water just required to dampen the dry mix
enough to form cake form after each stage.(cost of laying M25 concrete shall be
paid separately)(If any rain falls in between any stages of concrete pour, make sure
to cover the panel top to prevent ingress of water or water falling into the cavities.
In case of water collection over the concrete inside the panel, drill 10mm hole in
GFRG panel immediately above concrete filled level to drain out water before
pour/in-fill of balance concreting)
cum 2375.90
26.54 Laying of GFRG panel as roof / floor slab panel and staircase panel using suitable
crane as per instructions of Engineer-in-Charge, including providing support system
with 25mm x 300mm-400 mm wide plywood, as runner with proper prop below
proposed micro beams including(a) Cutting of top flange of panel to 180 mm wide
(leaving 25mm projection on either side) to provide RCC embedded micro beam as
per cutting drawings and structural drawings. (b) Reinforcement for micro beams
and tie beams to be provided in position with proper anchorage as per structural
drawings. (c) Provision for Electrical cabling, fan hooks and laying of pipes for
plumbing work. (d) Concreting of Tie beam, micro beam and top of GFRG panels (50
mm thick) with M-25 cement concrete mix using coarse aggregate of size less than
20 mm including laying of 10 gauge 100x100 size weld mesh with 25 mm effective
cover from the panel top.
sqm 238.45
26.55 Supplying and fixing 10 Gauge weld mesh of size 100mm x 100 mm for floor/roof
slab concrete screed over the micro beams as reinforcement. The weld mesh shall
be fixed as per drawing.
sqm 236.00
26.56 Application of ZMB 60/equivalent solution (100 Kg ZMB 60/equivalent, 1 litre ZMB
Nano Thinner, 20 litre water & 1 Litre Zycoprime/equivalent = 122 litre/kg) over
already applied coat of Zycosil/equivalent & Zycoprime/equivalent solution on the
top of all the RCC plinth beams by brush/spray coat before erection of GFRG over
RCC plinth beams in GF. In the case of upper floors 150 mm wide on floor slab for
all the external walls, bath/toilet/wet areas (3 hrs drying time) before erection of
wall panel on upper floors including erection of parapet wall.
sqm 302.20
26.57 After erection of GFRG wall panels, seal all GFRG wall joints with paper tape
temporarily. Water proofing treatment of vertical joints with Zycosil/equivalent
water proofing Solution (1 litre of Zycosil/ equivalent & 20 litres of water stirred
first & 2 litres of Zycoprime/ equivalent added and stirred (total 23 litres)) with 50
ml syringe till the gap and in filled concrete is completely saturated. After removing
the paper seal, seal off the vertical joints with water proofing material "Grout
RW/equivalent " (Sealing cost excluded.)
metre 85.15
26.58 Filling of joints between RCC plinth beam / floor slab and wall panel of external
walls, toilet / bath room / wet areas walls on all floor and parapet wall over roof
slab, stair case head room at the time of erection of GFRG panels with Grout
RW/equivalent sealant compound after the erection of panel before the infill of
concrete in panel cavities and fine finish. This applies for all horizontal and vertical
joints between GFRG wall and slab panels.
metre 41.55
26.59 Water proofing treatment of Vertical joints (of external side and internal side)
between door frame, window & ventilator frames (on all four sides) of outer wall
over the Zycosil/equivalent & Zycoprime/equivalent solution already applied
(before the installation of door / window / ventilator frames in position) and fine
finish with Grout RW/equivalent.
metre 42.35
26.59A Sub-Analysis 0.00
26.60 Water proofing treatment of RCC sunshade with Zycosil/equivalent water proofing
Solution (1 litre of Zycosil/equivalent & 20 litres of water stirred first & 2 litres of
Zycoprime/equivalent added and stirred (total 23 litres)) till it meets the saturation
level and testing as per RILEM or by water drops test in which water drops do not
absorb but drops remain or rolls.
sqm 135.80
26.61 In-filling / sealing of joint between RCC lintel cum sunshade and wall (on external
side) in all floors by pushing in Grout RW/equivalent in paste form and coving 20
mm x 20 mm after applying a coat of Zycosil/equivalent & zycoprime/equivalent
solution before cement plastering of top, bottom and sides of RCC sunshade.
metre 42.35
26.62 Designing, Providing, installing and fixing factory finished customed design
pregalvanized high tensile steel joists manufactured from G350 Z275 confirming to
IS:277-1992, minimum coating of galvanizing 275 gm/sqm, minimum yield stress 35
MPa & minimum tensile strength of 380 MPa placed 1.23 metre apart to support
the load of slab etc as per the design & directions of Engineer-in-Charge.
kg 141.45
26.63 Providing and fixing special adjustable lockbars of mild steel E-250 to support the
temporary plywood for work between joists during construction as per design &
directions of the Engineer-in-charge.
kg 22.35
26.64 Centering and shuttering with 12mm thick shuttering plywood confirming to IS
4990:2011 and removal of form at all heights. Plywood will be supported on lock
bars.
26.64.1 Suspended floors, roofs, landings, balconies and access platform. sqm 90.60
26.65 Providing and fixing roofing consist of 0.8 mm thick galvanized steel deck sheet
confirming to IS 277:1992 used as permanent shuttering over which MS wire mesh
3mm laid at 100x100 mm grid including edge trim covered with concrete. This
metal deck will be supported on structural steel beam with shear studs. (Structural
steel like Beam, column, joists etc. & concrete of different grade as per design will
be paid separately).
sqm 1630.40
26.66 Providing and fixing in position, 130 mm thick factory made Expanded Polystyrene
Core (EPS Core) wall panels consisting of EPS core sandwiched between two
Engineered sheets of welded wire fabric mesh duly finished with shortcrete
materials on outer faces. The fabric mesh shall be made of 3 mm dia zinc coated
G.I. wire mesh with 50 mm pitch in both the directions and on both faces of the
wall and connected by GI wire of 3mm dia at alternate row by welding. The EPS
core shall consist of 60 mm thick EPS of density not less than 16 kg/ per cum. Both
the outer faces of the panel shall be finished by applying the layer of 35 mm thick
cement mortar 1:3 {1 cement: 3 coarse sand (not having more than 40% stone chips
of size upto 6 mm)} with the help of shotcreting/guniting equipment etc at a
pressure not less than 1 bar (100KN/m2) and both surfaces finished with trowel.
Fixing operations of wall panels shall be completed in all respect as per drawings
and specifications and under the overall direction of the Engineer-in-charge.
sqm 2415.85
26.67 Providing and fixing of external thermal insulation and composite system with First
layer of self-extinguishing type Expanded Polystyrene (EPS) insulation boards of 120
mm thick ( max 1mX0.5m section), confirming to IS 4671:1984, having thermal
conductivity of 0.034 W/mK, (measured as per IS 3346-1980), density of 20-24 kg/
m³ measured as per IS 5688-1982, Fire retardant property self- extinguishing type
as per EN 13501-1, bonded with special polymer modified cementitious adhesive
confirming to EOTA ETAG 004 (European Technical Approval) formulated to bond
polystyrene insulation boards to typical mineral substrate (according to ETAG 004)
and Polypropylene mechanical fasteners with plastic pin confirming to EOTA ETAG
014 (European Technical Approval) having dia 10mm & L=200mm on finished level
wall and the junction between two adjacent EPS boards to be sealed with low
expansion moisture cure Polyurethane Foam. Second layer consists of Fiberglass
mesh covered with alkali-resistant coating, mass per unit area ?145 gm/ m², mesh
size: 3.9x4.0 mm ±10% embedded in special polymer modified cementitious Base
Coat with hydrophobes and the corners will be protected with Corner-beads with
alkali-resistant mesh wings at least 10 cm wide, mesh mass per unit area min 145
gm/m². The surface will be levelled, finished, made smooth complete in all respect
as per manufactures specification and as per directions of Engineer- in-Charge.
sqm 3493.05
26.68 Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approved manufacturer in
foundation and plinth in:
26.69 Providing and laying factory made Precast concrete solid blocks of 200 mm
thickness of grade M10 made of C&D waste from approved manufacturer in
superstructure above plinth level up to floor V level
26.70 Providing and laying half block masonry with factory made Precast concrete solid
blocks of 100 mm thickness of grade M10 made of C&D waste from approved
manufacturer in foundation and plinth in:
26.70.1 Cement mortar 1:4(1 cement : 4 coarse sand) sqm 733.35
26.71 Providing and laying half block masonry with factory made Precast concrete solid
blocks of 100 mm thickness of grade M10 made of C&D waste from approved
manufacturer in superstructure above plinth level up to floor V level:
26.71.1 Cement mortar 1:4 (1 cement : 4 coarse sand) sqm 913.60

26.72 Providing and laying 60mm thick factory made cement concrete paver block of
approved shape and colour of M -30 grade made of C&D waste by block making
machine with vibratory compaction laid in required pattern and including over
50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all
complete as per the direction of Engineer-in-charge.
sqm 757.00
26.73 Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to
30%) of different thickness & modular width 1200 mm in Controlled Factory
Environment with approved methodology confirming to IS 10297:1982 by using
long line casting method having arrangement of proper steel bed. Concreting
should be done by batch mixing plant capable of producing zero slump concrete,
transported through automatic shuttels of standard make & layed on bed with the
help of extruder/Slipformer, finishing, curing and also provision of steam curing.
Cutting, making necessary cutout/holes of required sizes for services in slab
element after achieving required strength, yard handling & stacking all complete as
per approved shop drawings & design mix as per the direction of the Engineer-in-
charge. (Cost of strands should be paid separately).
26.73.1 Concrete Grade-M-40 (cement content 400 kg )

26.73.1.1 100 mm thick hollow core slab metre 1252.95
26.73.2 Extra for using M-50 (Cement content 425 kg) instead of M-40
26.73.2.1 100mm thick hollow core slab metre 17.25
26.73.3 Extra for using M-60 (Cement content 440 kg) instead of M-40
26.74 Fabrication and manufacturing of solid precast concrete element with provisions of
shear keys, connecting loops, dowel tubes and proper lifting accessories for walls,
beams, slabs, stairs, column etc, of various thickness, shape and size of different
concrete grades manufactured in controlled factory environment with approved
methodology including moulds (Pallet system, Tilts form, table moulds, battery
moulds, vertical moulds, beam moulds, column moulds, staircase moulds, Facade
mould, etc.), mixing, transporting and placing of concrete, vibrating, curing,
finishing, making necessary cutout/holes of required sizes for services, yard
handling & stacking all complete as per IS 11447:1985 and as per approved shop
drawings and design mix as per the direction of Engineer-in-Charge (Cost of
reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately).
26.74.1 Concrete grade M-35 (Cement content 370 kgs) cum 19488.05
26.74.2 Extra for using M-40 (Cement content 400 kg) instead of M-35 cum 229.80
26.75 Providing & laying in position Prestressing steel strands (low relaxation) on hollow
core bed by using mechanical pulling arrangement like Rabbit/ Bed master including
all accessories for Stressing & destressing operations as per approved make
conforming to IS1343 & grade FY-1860 etc, complete as per drawings and direction
of Engineer -in-charge.
kg 147.05
26.76 Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft
Length with proper accessories like A frame etc) from factory, including the cost of
loading , unloading & stacking at site with the help of required capacity cranes.
26.76.1 Lead within 15km MT 464.80

26.76.2 Add/Deduct over item 26.76.1 for every additional lead of 5 km MT 103.00
26.77 Erection & Installation of Precast/Prestressed Concrete elements in correct & final
position with proper line level and plumb at site making all arrangements (i.e
cranes, push-pull jacks & all another T & P for lifting Placing & Alignment of
elements, within erection tolerance as per IS 15916 as per approved shop drawings
and all complete as per the direction of Engineer-in-Charge but excluding the cost
of sim pads, non shrink grout and steel works i.e hangers. All work up to fifth floor.
26.77.1 Prestressed hollow core Slab up to 200 mm thickness sqm 169.65

26.77.2 Prestressed hollow core slab above 200 mm up to 400 mm thickness sqm 288.05
26.77.3 Solid concrete wall elements cum 2284.75
26.78 Providing & Applying weather proof sealant on outer joints of approved make
confirming to IS & directed by Engineer-in-charge.
26.78.1 Sealant 25mmx10mm at joints metre 152.50
26.79 Providing & Laying of levelling sim pads required sizes (5x5cm to 10x10cm) of PVC /
Rubber to adjust level of bearing surface of supporting members as per the
direction of Engineer in charge.
26.79.1 2mm thick each 24.30
26.79.2 5 mm thick each 31.00
26.79.3 10 mm thick each 44.35
26.80 Providing & Grouting of dowel tubes / Shear keys / Joints of precast members with
M-60 grade cementitious grout (Non Shrink) of approved make by suitable means
( Free flowing /pump),curing etc. Complete as per directions of Engineer-in-charge.
(The payment shall be made on the basis of actual weight of approved grout
injected.)
26.80.1 Stirrer mixed cementitious grout (non shrink) of approved make in dowel tubes /
Shear keys / Joints of precast members. kg 76.70
26.81 Providing and fixing Scaffolding net of required width made of high density
Polyethylene UV stabilized knitted on warp knitting machines having density
100grams/sqm and shading coefficient minimum 75% around the construction site/
for vertical extension as per requirement including fastening/tying with
building/scaffolding pipes or with any other fixtures etc. complete as per direction
of Engineer-in-Charge. (One time payment shall be made for providing Scaffolding
net from start of work till completion of work including shifting if any. The
Scaffolding net shall be the property of the contractor on completion of the work)
sqm 25.10
26.82 Providing and laying rigid EPS (cellular plastic material) blocks conforming to ASTM
standards/specifications of minimum density 21.60 Kg/cum on floors, steps, stage
etc. of required size and shape as per direction of the Engineer-in-Charge. This shall
include the following operation. “The EPS blocks shall be cut to required shape and
sizes including cuttings for passing of services, joined together with synthetic resin
adhesives as per relevant specifications and packed/placed in position for stepped
floor or platform formation. The top and sides surfaces to be provided with GI
woven wire mesh of aperture 5.45 mm (with wire dia 0.90 mm) secured to EPS
blocks with wire pins/clips. Horizontal top surface to be provided with 20 mm thick
cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate upto
6mm chippings) and vertical surface to be provided with 12mm cement plaster 1:4
(1 cement : 4 coarse sand). The concrete/plastered surfaces so prepared shall be
scratched with wire brushes to form burrs, so as to act as base for flooring or
veneering/panelling to be done later as per approved design (which shall be paid
for separately complete as per direction of the Engineer- in-Charge.
sqm 2027.65
26.83 Applying stamping finish to the top surface of freshly laid plain/ reinforced cement
concrete of specified grade in porticos, sidewalks, driveways, pool decks and open
yards as per direction of the Engineer- in-Charge. The process shall include the
following:- • The concrete shall be placed and screeded to the finished grade, and
floated to a uniform surface by using standard finishing techniques. The approved
color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh
concrete by the dry shake method by sprinkling in two or more shakes, floated after
each shake and trowelled only after the final floating. The approved release agent
@ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or
the said release agent can be applied to the flexible polyurethane stamp moulds of
approved design and in required sizes to achieve final stamped pattern. These
stampings shall be placed on the surface of concrete in three to four pieces at a
time and tapped gently with rammers of sufficient size & weight to leave proper
stamp marks and the process repeated for the remaining concrete surface till the
whole surface to be stamped is completed within the time while concrete is in
plastic stage of setting. • After stamping, the curing shall be done as per
manufactures specifications. After initial curing the imprinted joints shall be
grouted using cement slurry mixed with color hardener as per the requirement. The
surface shall be sealed by applying acrylic based sealer not less than 0.167 sqm 640.20
26.84 Supplying and laying of Uni-Axial Woven Polyster Geogrid conforming to MORTH
3100 and IRC113, as soil reinforcement/basal reinforcement including accessories
like tie-strips, nuts & bolts and loops/lugs for joining reinforcing elements with the
facia pannels, overlaps and other protective elements for synthetic geo-grids and all
other activities required for reinforced soil walls, slopes etc complete as per design
requirements, manufacturer specifications and as per direction of engineer-in-
charge.
26.84.1 Uni Axial Woven polyster geogrid of minimum tensile strength 40KN/m in the
Longitudinal direction and 20 KN/m in the Transverse direction. sqm 223.25
26.84.3 Uni Axial Woven polyster geogrid of minimum tensile strength 80 KN/m in the
26.85 Supplying and laying of Bi-Axial Woven Polyster Geogrid conforming to MORTH
3100 and IRC113, as soil reinforcement/basal reinforcement of granular road base
and sub base, area stalilization, track bed stabilization, load transfer platforms
Including accessories like tie- strips, nuts & bolts and loops/lugs for joining
reinforcing elements with the facia pannels, overlaps and other protective elements
for synthetic geo-grids and all other activities required etc. complete as per design
requirements, manufacturer specifications and as per direction of engineer-in-
charge.
26.85.1 Bi Axial Woven polyster geogrid of minimum tensile strength 20KN/m in both
Longitudinal and Transverse direction. sqm 188.10
26.86 Providing and fixing factory made single extruded WPC (Wood Polymer Composite)
solid door/window/Ceosetory windows & other Frames/Chowkhat comprising of
virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and
natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives
(maximum toxicity index of 12 for 100 gms) fabricated with miter joints after
applying PVC solvent cement and screwed with full body threaded star headed SS
screws having minimum frame density of 750 kg/ cum, screw withdrawal strength
of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2,
modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A
category with property of being termite/borer proof, water/moisture proof and fire
retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of
required dia and length complete as per direction of Engineer-In- Charge. (M.S hold
fast/lugs or SS dash fasteners shall be paid for separately).
26.86.1 Frame size 45 x 70 mm metre 644.70

solid plain flush door shutter of required size comprising of virgin polymer of K
value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood
powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of
12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal
strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50
N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of
Class A category with property of being termite/ borer proof, water/moisture proof
and fire retardant and fixing with stainless steel butt hinges of required size with
necessary full body threaded star headed counter sunk S.S screws, all as per
direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S
screws shall be paid separately)
26.87.1 30 mm thick sqm 3954.00

26.87.2 35 mm thick sqm 4556.05
solid decorative type flush door shutter of required size comprising of virgin
polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers
(wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity
index of 12 for 100 gms) having minimum density of 650 kg/ cum and screw
withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive
strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of
flame of Class A category with property of being termite/borer proof,
water/moisture proof and fire retardant. WPC to be laminated with PVC foil of
minimum 14 microns thick of approved design pasted with hot melt adhesive on
both faces of shutter and fixing with stainless steel butt hinges of required size with
necessary full body threaded star headed counter sunk S.S screws, all as per
direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S
screws shall be paid separately)
26.88.1 30 mm thick sqm 4327.70

26.88.2 35 mm thick sqm 4929.80
solid board one side white color and other side of board laminted with PVC foil of
minimum 14 micron thickness of approved design pasted with hot melt adhesive
for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes
comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium
carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic
additives (maximum toxicity index of 12 for 100 gms) having minimum density of
650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge),
minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and
resistance to spread of flame of Class A category with property of being termite/
borer proof, water/moisture proof and fire retardant and fixing with stainless steel
piano hinges/soft close clip on concealed hinges of required size with necessary full
body threaded star headed counter sunk S.S screws, all as per direction of Engineer-
In- Charge. (Note: stainless steel piano hinges/soft close clip on concealed hinges
and necessary S.S screws shall be paid separately)
26.89.1 18 mm thick sqm 2714.15

26.89.2 25 mm thick sqm 3530.30
solid plain white color board for backing of cup boards and bathroom/kitchen
cabinets etc. of required size comprising of virgin polymer of K value 58-60
(Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice
husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100
gms) having minimum density of 650 kg/cum and screw withdrawal strength of
1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus
of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with
property of being termite/borer proof, water/moisture proof and fire retardant and
fixing with stainless steel screws etc. all as per direction of Engineer-In- Charge.
(Note: stainless steel screws shall be paid separately)
26.90.1 6 mm thick sqm 982.00

26.90.2 12 mm thick sqm 1543.95
26.91 Providing and fixing factory made 18 mm thick single extruded WPC (Wood Polymer
Composite) solid plain white colour board Jali, CNC (Computer numeric control)
routed of approved design by Engineer-in -charge which are machine cut for
duct/shaft covering, partitions and facades comprising of virgin polymer of K value
58-60 (Suspension Grade), calcium corbonate and natural fibers (wood powder/
rice husk/wheat husk) and non toxic additives(maximum toxicity index of 12 for
100 gms) having minimum density of 650 kg/ cum and screw withdrawal strength
of 1800 N (Face) minimum compressive strength 50 N/mm2, modulus of elasticity
850 N/mm2 and resistance to spread of flame of Class A category with properties
of being termite/borer proof, water/moisture proof and fire retardant and fixing on
M.S (mild steel) frame made of 25 x 25 x 1.5 mm square hollow box section
including applying a priming coat of approved steel primer, placed at grid made at
1.0 x 1.0 m or as per requirement at site with necessary stainless steel fasteners
and SS screws etc., all complete as per direction of Engineer-In- Charge. (Note: M.S
(mild steel) framework with priming coat and necessary SS fasteners and SS screws
shall be paid separately.
sqm 3136.65
26.92 Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta
ventilated rainscreen tiles of height 250/ 300/ 400mm and length of 595 mm of
approved texture,design and pattern having Flexural Strength/ Modulus of Rupture
of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-
4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework(Alloy 6063 T5/T6) consisting of vertical 'T' (for
intermediates)/ 'L'(for ends/ termination)/ Tubular sections (at corners)of size
80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing
of 600mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps
of size 56x25x2mm thickness of length 150mm at junction of tiles and of length
75mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/
300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-
drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical
'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized)
steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm
at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer
corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon
sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long
for concrete surface, spacing of brackets to be based on a structural/ static
calculation. The brackets shall be of length 175mm at junction of two vertical
26.92.1 aluminium
With 16mmprofiles and(+/-
thickness of 10%)
length 100mm at
terracotta intermediate
tiles points of vertical profiles
of grey colour sqm 5475.30
26.92.2 With 16mm thickness (+/- 10%) terracotta tiles of other than grey colors sqm 5248.40
26.93 Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta
ventilated rainscreen tiles of height 259/ 309/ 409mm and lengthof 1190 mm of
approved texture,design and pattern having Flexural Strength/ Modulus of Rupture
of ? 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-
4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting
aluminium framework (Alloy 6063 T5/T6) consisting of vertical 'T' (for
intermediates)/ 'L' (for ends/ termination)/ Tubular sections (at corners)of size
80x60x2mm/ 40x60x2mm/ 40x40x2mm respectively, spaced at maximum spacing
of 1200mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-
clamps of size 56x34x2 mm thickness of length 150mm at junction of tiles and of
length 75mm at wall ends/ corners fixed on top of the vertical sections at spacing of
250/ 300/ 400mm c/c matching to the tile horizontal grid with two numbers of self-
drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers.The vertical
'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip-galvanized)
steel L- brackets (galvanizing thickness of minimum 80 microns) of size 110x80x6
mm at intermediate vertical aluminium profiles and of size 220x110x12 mmat outer
corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon
sleeve 100mm long (for brick work) and M8 expansion anchor fasteners 75mm long
for concrete surface, spacing of brackets to be based on a structural/ static
calculation. The brackets shall be of length 175mm at junction of two vertical
26.93.1 aluminium
With 24mmprofiles and(+/-
thickness of 10%)
length 100mm at
terracotta intermediate
tiles points of vertical profiles
of grey colour sqm 5585.15
26.93.2 With 24mm thickness (+/- 10%) terracotta tiles of other than grey colors sqm 5283.15
Grand Total : 107,95,420.55
1st RA Bill
Measurements
Details of Measurement
agmt.
Particulars Quantity
Item no: Nos Nos Length Breadth Depth
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50
13.42 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's
13.42.1 specification.
Two or more coats on new work
Type II buildings Quarters Block (20 nos.)
Ceiling
Hall 1 20 2.75 3.86 - 212.30
Kitchen 1 20 2.35 3.22 - 151.34
Bed room 1 20 3.33 2.75 - 183.15
Passage 1 20 2.02 0.93 - 37.57
Bath room 1 20 1.02 1.42 - 28.97
W.C. 1 20 1.00 1.20 - 24.00
Wall
Hall 1 20 (2.75+3.86+2.75+3.86)*2.72 719.17
Deduct Hall door 1 -20 0.50 0.95 2.05 -19.47
Deduct Big window 1 -40 0.50 1.00 1.20 -24.00
Kitchen 1 20 (2.35+3.22+2.35+3.22)*2.72 606.02
Deduct Kitchen Dado 1 -20 (0.60+2.35+1.00)*1.80 -142.20
Deduct Big Window 1 -20 0.50 1.00 1.20 -12.00
Deduct Small Window 1 -20 0.50 0.50 1.20 -6.00
Bed room 1 20 (3.33+2.75+3.33+2.75)*2.72 661.50
Deduct Bed Room door 1 -20 0.50 0.85 2.05 -17.42
Passage 1 20 (2.02+0.93+2.02+0.93)*2.72 320.96
Deduct doors
Bath door 1 -20 0.50 0.76 1.97 -14.97
W.C. door 1 -20 0.50 0.76 1.95 -14.82
Bed room door 1 -20 0.50 0.89 1.95 -17.36
Kitchen door 1 -20 0.50 0.89 1.95 -17.36
Hall opening 1 -20 0.50 0.89 1.95 -17.36
Wash basin dado 1 -20 1.80 - 2.05 -73.80
Bath room 1 20 (1.02+1.42+1.02+1.42)*0.30 29.28
W.C. 1 20 (1+1.2+1+1.2)*1.50 132.00
Deduct W.C. door 1 -20 0.50 0.76 1.00 -7.60
Deduct Ventilator 1 -20 0.50 0.50 0.75 -3.75
Type III Quarters (24 nos.)
Ceiling
Hall 1 24 3.16 3.51 - 266.20
Kitchen 1 24 3.38 2.43 - 197.12
Bed room 1 1 24 3.97 3.30 - 314.42
Bed room 2 1 24 3.34 3.06 - 245.29
Passage in front of wash basin 1 24 1.87 1.40 - 62.83
1 24 1.01 1.20 - 29.09
Bath room 1 24 2.18 1.03 - 53.89
W.C. 1 24 1.02 1.26 - 30.84
Balcony 1 24 1.12 2.98 - 80.10
On Walls
Hall, L=3.16+3.51+3.16+3.51=13.34m 1 24 13.34 2.70 - 864.43
Contractor Junior Engineer Assistant Engineer

1st RA Bill
Kitchen, L=3.38+2.43+3.38+2.43=11.62m 1 24 11.62 2.70 - 752.98

Bed room 1 1 24 14.54 2.70 - 942.19
Bed room 2, L=3.34+3.06+3.34+3.06=12.8m 1 24 12.80 2.70 - 829.44
Passage in front of wash basin, 1 24 9.29 2.70 - 601.99
L=2.83+1.87+1.4+0.98+1.20+1.01=9.29m
Balcony, L=1.12+2.98=4.10m 1 24 4.10 2.70 - 265.68
Balcony, L=1.12+2.98=4.10m 1 24 4.10 1.28 - 125.95
Deduct faces of Doors/ opening
Entry Door 1 -24 0.99 1.95 0.50 -23.17
Bed room 1 door 1 -48 0.90 1.95 0.50 -42.12
Bed room 2 door 1 -48 0.90 1.95 0.50 -42.12
Kitchen door 1 -48 0.90 1.95 0.50 -42.12
Balcony door 1 -48 0.90 1.95 0.50 -42.12
Bath room door 1 -24 0.76 1.95 0.50 -17.78
W.C. door 1 -24 0.76 1.95 0.50 -17.78
Deduct Windows
Hall Window 1 -24 1.00 1.20 0.50 -14.40
Kitchen Window 1 -24 0.90 1.20 0.50 -12.96
Bed room 1 Big Window 1 -24 1.00 1.20 0.50 -14.40
Bed room 1 small window 1 -24 0.50 1.20 0.50 -7.20
Deduct Dado
Kitchen platform, L=0.60+2.40+3.35+0.60=6.95m 1 -24 6.95 - 1.80 -300.24
Deduct Window 1 -24 1.00 - 0.60 -14.40
Type I Quarter Block A3 Quarters (6 Nos.)
Ceiling
Hall 1 6 1.92 3.04 - 35.02
Deduct offset 1 -6 0.13 0.90 - -0.70
Kitchen 1 6 2.01 3.41 - 41.12
Bed room 1 6 3.04 3.09 - 56.36
Passage 1 6 2.14 0.77 - 9.89
Bath room 1 6 1.27 2.03 15.47
W.C. 1 6 1.12 1.26 - 8.47
Walls
Hall 1 6 (0.13+0.90+1.79+3.04+1.95)*2.83 132.61
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07
Kitchen 1 6 (0.92+2.01+3.41+1.25)*2.83 128.88
Deduct Kitchen Dado 1 -6 ((2.00+0.90+0.55)*0.61)+(1.45*0.10) -12.48
Cup board in Kitchen
Horizontal face 1 24 0.30 - 1.05 7.56
Vertical face 1 12 0.30 - 2.53 9.11
Bed room 1 6 (3.09+3.04+3.09+3.04)*2.87 211.12
Deduct Bed room door 1 -6 0.50 0.89 1.97 -5.26
Deduct Small window 1 -6 0.50 0.48 1.18 -1.70
Passage 1 6 (2.14+0.77+1.74)*2.86 79.79
Deduct Bath room 1 -6 0.50 0.77 1.95 -4.50

1st RA Bill
Deduct W.C. door 1 -6 0.50 0.78 1.98 -4.63

Bath room 1 6 (1.27+2.03+1.27+2.08)*0.66 26.33
W.C. 1 6 (1.12+1.26+1.12+1.26)*1.40 39.98
Deduct W.C. door 1 -6 0.50 0.78 0.97 -2.27
Balcony old wall 1 6 (1.23+3.02+1.70)*2.91 103.89
Balcony new wall 1 6 (0.47+3.02)*1.08 22.62
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07
Deduct Balcony door 1 -6 0.50 0.97 1.94 -5.65
Deduct hall window 1 -6 0.50 0.98 1.18 -3.47
Type I qtrs near Type IV qtr (6 nos.)
Ceiling
Hall 1 6 1.99 3.06 - 36.54
Deduct offset 1 -6 0.12 0.88 - -0.63
Kitchen 1 6 1.95 3.36 - 39.31
Bed room 1 6 2.96 3.04 - 53.99
Passage 1 6 2.1 0.94 - 11.84
Bath room 1 6 1.24 2.06 - 15.33
W.C. 1 6 0.98 1.27 - 7.47
Walls
Hall 1 6 (0.12+0.88+1.87+3.06+1.99)*2.78 132.11
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
Kitchen 1 6 (0.88+1.95+3.36+1.11)*2.78 121.76
Deduct Kitchen Dado 1 -6 (0.6+1.40)*0.71 -8.52
Horizontal face 1 24 0.3 - 2.48 17.86
Vertical face 1 12 0.3 - 1.1 3.96
Bed room 1 6 (2.96+3.04+2.96+3.04)*2.78 200.16
Passage 1 6 (1.68+0.94+2.10)*2.74 77.60
Deduct doors
Bath door 1 -6 0.5 0.77 1.93 -4.46
W.C. door 1 -6 0.5 0.77 1.93 -4.46
Bed Room door 1 -6 0.5 0.9 1.94 -5.24
Bath room 1 6 (1.24+2.06+1.24+2.06)*0.58 22.97
W.C. 1 6 (0.98+1.27+0.98+1.27)*1.32 35.64
Deduct W.C. door 1 -6 0.5 0.77 1 -2.31
Balcony old wall 1 6 (1.20+1.78+3.05)*2.80 101.30
Balcony new wall 1 6 (0.46+2.99)*0.98 20.29
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
9439.62
Sqm

1st RA Bill
Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand
13.91
papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Ceiling
Hall 1 20 2.75 3.86 - 212.30
Kitchen 1 20 2.35 3.22 - 151.34
Bed room 1 20 3.33 2.75 - 183.15
Passage 1 20 2.02 0.93 - 37.57
Bath room 1 20 1.02 1.42 - 28.97
W.C. 1 20 1.00 1.20 - 24.00
Wall
Hall 1 20 (2.75+3.86+2.75+3.86)*2.72 719.17
Deduct Hall door 1 -20 0.50 0.95 2.05 -19.47
Kitchen 1 20 (2.35+3.22+2.35+3.22)*2.72 606.02
Bed room 1 20 (3.33+2.75+3.33+2.75)*2.72 661.50
Passage 1 20 (2.02+0.93+2.02+0.93)*2.72 320.96
Deduct doors
Bath door 1 -20 0.50 0.76 1.97 -14.97
W.C. door 1 -20 0.50 0.76 1.95 -14.82
Bed room door 1 -20 0.50 0.89 1.95 -17.36
Kitchen door 1 -20 0.50 0.89 1.95 -17.36
Hall opening 1 -20 0.50 0.89 1.95 -17.36
Wash basin dado 1 -20 1.80 - 2.05 -73.80
Bath room 1 20 (1.02+1.42+1.02+1.42)*0.3 29.28
W.C. 1 20 (1+1.2+1+1.2)*1.5 132.00
Deduct W.C. door 1 -20 0.50 0.76 1.00 -7.60
Ceiling
Hall 1 24 3.16 3.51 - 266.20
Kitchen 1 24 3.38 2.43 - 197.12
Bed room 1 1 24 3.97 3.30 - 314.42
Bed room 2 1 24 3.34 3.06 - 245.29
Passage in front of wash basin 1 24 1.87 1.40 - 62.83
1 24 1.01 1.20 - 29.09
Bath room 1 24 2.18 1.03 - 53.89
W.C. 1 24 1.02 1.26 - 30.84
Balcony 1 24 1.12 2.98 - 80.10
On Walls
Hall, L=3.16+3.51+3.16+3.51=13.34m 1 24 13.34 2.70 - 864.43
Kitchen, L=3.38+2.43+3.38+2.43=11.62m 1 24 11.62 2.70 - 752.98
Bed room 1 1 24 14.54 2.70 - 942.19
Bed room 2, L=3.34+3.06+3.34+3.06=12.8m 1 24 12.80 2.70 - 829.44

1st RA Bill

L=2.83+1.87+1.4+0.98+1.20+1.01=9.29m
Balcony, L=1.12+2.98=4.10m 1 24 4.10 2.70 - 265.68
Balcony, L=1.12+2.98=4.10m 1 24 4.10 1.28 - 125.95
Entry Door 1 -24 0.99 1.95 0.50 -23.17
Bed room 1 door 1 -48 0.90 1.95 0.50 -42.12
Bed room 2 door 1 -48 0.90 1.95 0.50 -42.12
Kitchen door 1 -48 0.90 1.95 0.50 -42.12
Balcony door 1 -48 0.90 1.95 0.50 -42.12
Bath room door 1 -24 0.76 1.95 0.50 -17.78
W.C. door 1 -24 0.76 1.95 0.50 -17.78
Deduct Windows
Hall Window 1 -24 1.00 1.20 0.50 -14.40
Kitchen Window 1 -24 0.90 1.20 0.50 -12.96
Deduct Dado
Deduct Window 1 -24 1.00 - 0.60 -14.40
Ceiling
Hall 1 6 1.92 3.04 - 35.02
Deduct offset 1 -6 0.13 0.90 - -0.70
Kitchen 1 6 2.01 3.41 - 41.12
Bed room 1 6 3.04 3.09 - 56.36
Passage 1 6 2.14 0.77 - 9.89
Bath room 1 6 1.27 2.03 15.47
W.C. 1 6 1.12 1.26 - 8.47
Walls
Hall 1 6 (0.13+0.90+1.79+3.04+1.95)*2.83 132.61
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07
Kitchen 1 6 (0.92+2.01+3.41+1.25)*2.83 128.88
Horizontal face 1 24 0.30 - 1.05 7.56
Vertical face 1 12 0.30 - 2.53 9.11
Bed room 1 6 (3.09+3.04+3.09+3.04)*2.87 211.12
Passage 1 6 (2.14+0.77+1.74)*2.86 79.79
Deduct Bath room 1 -6 0.50 0.77 1.95 -4.50
Deduct W.C. door 1 -6 0.50 0.78 1.98 -4.63
Bath room 1 6 (1.27+2.03+1.27+2.08)*0.66 26.33

1st RA Bill
W.C. 1 6 (1.12+1.26+1.12+1.26)*1.40 39.98

Deduct W.C. door 1 -6 0.50 0.78 0.97 -2.27
Balcony old wall 1 6 (1.23+3.02+1.70)*2.91 103.89
Balcony new wall 1 6 (0.47+3.02)*1.08 22.62
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07
Ceiling
Hall 1 6 1.99 3.06 - 36.54
Deduct offset 1 -6 0.12 0.88 - -0.63
Kitchen 1 6 1.95 3.36 - 39.31
Bed room 1 6 2.96 3.04 - 53.99
Passage 1 6 2.1 0.94 - 11.84
Bath room 1 6 1.24 2.06 - 15.33
W.C. 1 6 0.98 1.27 - 7.47
Walls
Hall 1 6 (0.12+0.88+1.87+3.06+1.99)*2.78 132.11
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
Kitchen 1 6 (0.88+1.95+3.36+1.11)*2.78 121.76
Horizontal face 1 24 0.3 - 2.48 17.86
Vertical face 1 12 0.3 - 1.1 3.96
Bed room 1 6 (2.96+3.04+2.96+3.04)*2.78 200.16
Passage 1 6 (1.68+0.94+2.10)*2.74 77.60
Deduct doors
Bath door 1 -6 0.5 0.77 1.93 -4.46
W.C. door 1 -6 0.5 0.77 1.93 -4.46
Bed Room door 1 -6 0.5 0.9 1.94 -5.24
Bath room 1 6 (1.24+2.06+1.24+2.06)*0.58 22.97
W.C. 1 6 (0.98+1.27+0.98+1.27)*1.32 35.64
Deduct W.C. door 1 -6 0.5 0.77 1 -2.31
Balcony old wall 1 6 (1.20+1.78+3.05)*2.80 101.30
Balcony new wall 1 6 (0.46+2.99)*0.98 20.29
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
9439.62
Sqm
Providing and applying white cement based putty of average thickness 1 mm, of approved brand and
13.80
manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

1st RA Bill
Ceiling
Hall 1 20 2.75 3.86 - 212.30
Kitchen 1 20 2.35 3.22 - 151.34
Bed room 1 20 3.33 2.75 - 183.15
Passage 1 20 2.02 0.93 - 37.57
Bath room 1 20 1.02 1.42 - 28.97
W.C. 1 20 1.00 1.20 - 24.00
Wall
Hall 1 20 (2.75+3.86+2.75+3.86)*2.72 719.17
Deduct Hall door 1 -20 0.50 0.95 2.05 -19.47
Kitchen 1 20 (2.35+3.22+2.35+3.22)*2.72 606.02
Bed room 1 20 (3.33+2.75+3.33+2.75)*2.72 661.50
Passage 1 20 (2.02+0.93+2.02+0.93)*2.72 320.96
Deduct doors
Bath door 1 -20 0.50 0.76 1.97 -14.97
W.C. door 1 -20 0.50 0.76 1.95 -14.82
Bed room door 1 -20 0.50 0.89 1.95 -17.36
Kitchen door 1 -20 0.50 0.89 1.95 -17.36
Hall opening 1 -20 0.50 0.89 1.95 -17.36
Wash basin dado 1 -20 1.80 - 2.05 -73.80
Bath room 1 20 (1.02+1.42+1.02+1.42)*0.3 29.28
W.C. 1 20 (1+1.2+1+1.2)*1.5 132.00
Deduct W.C. door 1 -20 0.50 0.76 1.00 -7.60
Ceiling
Hall1 24 3.16 3.51 - 266.20
Kitchen1 24 3.38 2.43 - 197.12
Bed room 1 1 24 3.97 3.30 - 314.42
Bed room 2 1 24 3.34 3.06 - 245.29
Passage in front of wash basin1 24 1.87 1.40 - 62.83
1 24 1.01 1.20 - 29.09
Bath room 1 24 2.18 1.03 - 53.89
W.C. 1 24 1.02 1.26 - 30.84
Balcony 1 24 1.12 2.98 - 80.10
On Walls
Hall, L=3.16+3.51+3.16+3.51=13.34m 1 24 13.34 2.70 - 864.43
Kitchen, L=3.38+2.43+3.38+2.43=11.62m 1 24 11.62 2.70 - 752.98
Bed room 1 1 24 14.54 2.70 - 942.19
Bed room 2, L=3.34+3.06+3.34+3.06=12.8m 1 24 12.80 2.70 - 829.44
L=2.83+1.87+1.4+0.98+1.20+1.01=9.29m
Balcony, L=1.12+2.98=4.10m 1 24 4.10 2.70 - 265.68

1st RA Bill
Balcony, L=1.12+2.98=4.10m 1 24 4.10 1.28 - 125.95

Entry Door 1 -24 0.99 1.95 0.50 -23.17
Bed room 1 door 1 -48 0.90 1.95 0.50 -42.12
Bed room 2 door 1 -48 0.90 1.95 0.50 -42.12
Kitchen door 1 -48 0.90 1.95 0.50 -42.12
Balcony door 1 -48 0.90 1.95 0.50 -42.12
Bath room door 1 -24 0.76 1.95 0.50 -17.78
W.C. door 1 -24 0.76 1.95 0.50 -17.78
Deduct Windows
Hall Window 1 -24 1.00 1.20 0.50 -14.40
Kitchen Window 1 -24 0.90 1.20 0.50 -12.96
Deduct Dado
Deduct Window 1 -24 1.00 - 0.60 -14.40
Ceiling
Hall 1 6 1.92 3.04 - 35.02
Deduct offset 1 -6 0.13 0.90 - -0.70
Kitchen 1 6 2.01 3.41 - 41.12
Bed room 1 6 3.04 3.09 - 56.36
Passage 1 6 2.14 0.77 - 9.89
Bath room 1 6 1.27 2.03 15.47
W.C. 1 6 1.12 1.26 - 8.47
Walls
Hall 1 6 (0.13+0.90+1.79+3.04+1.95)*2.83 132.61
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07
Kitchen 1 6 (0.92+2.01+3.41+1.25)*2.83 128.88
Horizontal face 1 24 0.30 - 1.05 7.56
Vertical face 1 12 0.30 - 2.53 9.11
Bed room 1 6 (3.09+3.04+3.09+3.04)*2.87 211.12
Passage 1 6 (2.14+0.77+1.74)*2.86 79.79
Deduct Bath room 1 -6 0.50 0.77 1.95 -4.50
Deduct W.C. door 1 -6 0.50 0.78 1.98 -4.63
Bath room 1 6 (1.27+2.03+1.27+2.08)*0.66 26.33
W.C. 1 6 (1.12+1.26+1.12+1.26)*1.40 39.98
Deduct W.C. door 1 -6 0.50 0.78 0.97 -2.27

1st RA Bill
Balcony old wall 1 6 (1.23+3.02+1.70)*2.91 103.89

Balcony new wall 1 6 (0.47+3.02)*1.08 22.62
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07
Ceiling
Hall 1 6 1.99 3.06 - 36.54
Deduct offset 1 -6 0.12 0.88 - -0.63
Kitchen 1 6 1.95 3.36 - 39.31
Bed room 1 6 2.96 3.04 - 53.99
Passage 1 6 2.1 0.94 - 11.84
Bath room 1 6 1.24 2.06 - 15.33
W.C. 1 6 0.98 1.27 - 7.47
Walls
Hall 1 6 (0.12+0.88+1.87+3.06+1.99)*2.78 132.11
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
Kitchen 1 6 (0.88+1.95+3.36+1.11)*2.78 121.76
Horizontal face 1 24 0.3 - 2.48 17.86
Vertical face 1 12 0.3 - 1.1 3.96
Bed room 1 6 (2.96+3.04+2.96+3.04)*2.78 200.16
Passage 1 6 (1.68+0.94+2.10)*2.74 77.60
Deduct doors
Bath door 1 -6 0.5 0.77 1.93 -4.46
W.C. door 1 -6 0.5 0.77 1.93 -4.46
Bed Room door 1 -6 0.5 0.9 1.94 -5.24
Bath room 1 6 (1.24+2.06+1.24+2.06)*0.58 22.97
W.C. 1 6 (0.98+1.27+0.98+1.27)*1.32 35.64
Deduct W.C. door 1 -6 0.5 0.77 1 -2.31
Balcony old wall 1 6 (1.20+1.78+3.05)*2.80 101.30
Balcony new wall 1 6 (0.46+2.99)*0.98 20.29
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
9439.62
Sqm
Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile
13.85
Organic Compound ) content.
13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
Ceiling
Hall 1 20 2.75 3.86 - 212.30

1st RA Bill
Kitchen 1 20 2.35 3.22 - 151.34

Bed room 1 20 3.33 2.75 - 183.15
Passage 1 20 2.02 0.93 - 37.57
Bath room 1 20 1.02 1.42 - 28.97
W.C. 1 20 1.00 1.20 - 24.00
Wall
Hall 1 20 (2.75+3.86+2.75+3.86)*2.72 719.17
Deduct Hall door 1 -20 0.50 0.95 2.05 -19.47
Kitchen 1 20 (2.35+3.22+2.35+3.22)*2.72 606.02
Bed room 1 20 (3.33+2.75+3.33+2.75)*2.72 661.50
Passage 1 20 (2.02+0.93+2.02+0.93)*2.72 320.96
Deduct doors
Bath door 1 -20 0.50 0.76 1.97 -14.97
W.C. door 1 -20 0.50 0.76 1.95 -14.82
Bed room door 1 -20 0.50 0.89 1.95 -17.36
Kitchen door 1 -20 0.50 0.89 1.95 -17.36
Hall opening 1 -20 0.50 0.89 1.95 -17.36
Wash basin dado 1 -20 1.80 - 2.05 -73.80
Bath room 1 20 (1.02+1.42+1.02+1.42)*0.3 29.28
W.C. 1 20 (1+1.2+1+1.2)*1.5 132.00
Deduct W.C. door 1 -20 0.50 0.76 1.00 -7.60
Ceiling
Hall1 24 3.16 3.51 - 266.20
Kitchen1 24 3.38 2.43 - 197.12
Bed room 1 1 24 3.97 3.30 - 314.42
Bed room 2 1 24 3.34 3.06 - 245.29
Passage in front of wash basin1 24 1.87 1.40 - 62.83
1 24 1.01 1.20 - 29.09
Bath room 1 24 2.18 1.03 - 53.89
W.C. 1 24 1.02 1.26 - 30.84
Balcony 1 24 1.12 2.98 - 80.10
On Walls
Hall, L=3.16+3.51+3.16+3.51=13.34m 1 24 13.34 2.70 - 864.43
Kitchen, L=3.38+2.43+3.38+2.43=11.62m 1 24 11.62 2.70 - 752.98
Bed room 1 1 24 14.54 2.70 - 942.19
Bed room 2, L=3.34+3.06+3.34+3.06=12.8m 1 24 12.80 2.70 - 829.44
L=2.83+1.87+1.4+0.98+1.20+1.01=9.29m
Balcony, L=1.12+2.98=4.10m 1 24 4.10 2.70 - 265.68
Balcony, L=1.12+2.98=4.10m 1 24 4.10 1.28 - 125.95

1st RA Bill
Entry Door 1 -24 0.99 1.95 0.50 -23.17

Bed room 1 door 1 -48 0.90 1.95 0.50 -42.12
Bed room 2 door 1 -48 0.90 1.95 0.50 -42.12
Kitchen door 1 -48 0.90 1.95 0.50 -42.12
Balcony door 1 -48 0.90 1.95 0.50 -42.12
Bath room door 1 -24 0.76 1.95 0.50 -17.78
W.C. door 1 -24 0.76 1.95 0.50 -17.78
Deduct Windows
Hall Window 1 -24 1.00 1.20 0.50 -14.40
Kitchen Window 1 -24 0.90 1.20 0.50 -12.96
Deduct Dado
Deduct Window 1 -24 1.00 - 0.60 -14.40
Ceiling
Hall 1 6 1.92 3.04 - 35.02
Deduct offset 1 -6 0.13 0.90 - -0.70
Kitchen 1 6 2.01 3.41 - 41.12
Bed room 1 6 3.04 3.09 - 56.36
Passage 1 6 2.14 0.77 - 9.89
Bath room 1 6 1.27 2.03 15.47
W.C. 1 6 1.12 1.26 - 8.47
Walls
Hall 1 6 (0.13+0.90+1.79+3.04+1.95)*2.83 132.61
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07
Kitchen 1 6 (0.92+2.01+3.41+1.25)*2.83 128.88
Horizontal face 1 24 0.30 - 1.05 7.56
Vertical face 1 12 0.30 - 2.53 9.11
Bed room 1 6 (3.09+3.04+3.09+3.04)*2.87 211.12
Passage 1 6 (2.14+0.77+1.74)*2.86 79.79
Deduct Bath room 1 -6 0.50 0.77 1.95 -4.50
Deduct W.C. door 1 -6 0.50 0.78 1.98 -4.63
Bath room 1 6 (1.27+2.03+1.27+2.08)*0.66 26.33
W.C. 1 6 (1.12+1.26+1.12+1.26)*1.40 39.98
Deduct W.C. door 1 -6 0.50 0.78 0.97 -2.27
Balcony old wall 1 6 (1.23+3.02+1.70)*2.91 103.89
Balcony new wall 1 6 (0.47+3.02)*1.08 22.62

1st RA Bill
Deduct Hall door 1 -6 0.50 0.89 1.90 -5.07

Ceiling
Hall 1 6 1.99 3.06 - 36.54
Deduct offset 1 -6 0.12 0.88 - -0.63
Kitchen 1 6 1.95 3.36 - 39.31
Bed room 1 6 2.96 3.04 - 53.99
Passage 1 6 2.1 0.94 - 11.84
Bath room 1 6 1.24 2.06 - 15.33
W.C. 1 6 0.98 1.27 - 7.47
Walls
Hall 1 6 (0.12+0.88+1.87+3.06+1.99)*2.78 132.11
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
Kitchen 1 6 (0.88+1.95+3.36+1.11)*2.78 121.76
Horizontal face 1 24 0.3 - 2.48 17.86
Vertical face 1 12 0.3 - 1.1 3.96
Bed room 1 6 (2.96+3.04+2.96+3.04)*2.78 200.16
Passage 1 6 (1.68+0.94+2.10)*2.74 77.60
Deduct doors
Bath door 1 -6 0.5 0.77 1.93 -4.46
W.C. door 1 -6 0.5 0.77 1.93 -4.46
Bed Room door 1 -6 0.5 0.9 1.94 -5.24
Bath room 1 6 (1.24+2.06+1.24+2.06)*0.58 22.97
W.C. 1 6 (0.98+1.27+0.98+1.27)*1.32 35.64
Deduct W.C. door 1 -6 0.5 0.77 1 -2.31
Balcony old wall 1 6 (1.20+1.78+3.05)*2.80 101.30
Balcony new wall 1 6 (0.46+2.99)*0.98 20.29
Deduct Hall door 1 -6 0.5 0.87 1.93 -5.04
9439.62
Sqm
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an
13.99
even shade :
13.99.1 One or more coats on old work
Hall door 2 20 1.20 0.95 2.05 93.48
Big window 1 40 1.00 1.00 1.20 48.00
Kitchen Big window 1 20 1.00 1.00 1.20 24.00
Small window 1 20 1.00 0.50 1.20 12.00

1st RA Bill
Bed Room door 2 20 1.20 0.85 2.05 83.64

Big window 1 40 1.00 1.00 1.20 48.00
Bed room door 2 20 1.20 0.89 1.95 83.30
Kitchen door 2 20 1.20 0.89 1.95 83.30
Balcony Railing, L=1.12+1.12+2.98=5.22m 1 24 5.22 1.00 1.00 125.28
Entry Door 2 24 0.99 1.95 1.20 111.20
Bed room 1 door 2 24 0.90 1.95 1.20 101.09
Bed room 2 door 2 24 0.90 1.95 1.20 101.09
Kitchen door 2 24 0.90 1.95 1.20 101.09
Balcony door 2 24 0.90 1.95 1.20 101.09
Hall Window 1 24 1.00 1.20 1.00 28.80
Kitchen Window 1 24 0.90 1.20 1.00 25.92
Bed room 1 Big Window 1 24 1.00 1.20 1.00 28.80
Bed room 1 small window 1 24 0.50 1.20 1.00 14.40
Bed room 2 Big Window 1 24 1.00 1.20 1.00 28.80
Bed room 2 small window 1 24 0.50 1.20 1.00 14.40
Hall door 2 6 1.20 0.89 1.90 24.35
Big window 1 6 1.00 0.98 1.18 6.94
Kitchen
Big window 1 6 1.00 0.98 1.18 6.94
Bed room door 2 6 1.20 0.89 1.97 25.25
Big window 1 6 1.00 0.98 1.18 6.94
Small window 1 6 1.00 0.48 1.18 3.40
Balcony door 2 6 1.20 0.97 1.94 27.10
Hall door 2 6 1.2 0.87 1.93 24.18
Big window 1 6 1 0.98 1.18 6.94
Kitchen Big window 1 6 1 0.98 1.18 6.94
Bed room door 2 6 1.2 0.9 1.94 25.14
Big window 1 6 1 0.98 1.18 6.94
Small window 1 6 1 0.48 1.18 3.40
Bed Room door 2 6 1.2 0.9 1.94 25.14
Hall door 2 6 1.2 0.87 1.93 24.18
Balcony door 2 6 1.2 0.95 1.95 26.68
1508.12
Sqm
cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls
14.1
complete, including disposal of rubbish to the dumping ground, all complete as per direction of
14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand)
For repairing of the plaster wherever require

LS Qty. 500 sqm 1 1 500.00 500.00
500.00
Sqm

Analysis of Item
1.1 Carriage of Materials by mechanical transport including loading, unloading and stacking :
1.1.1 Lime, moorum, building rubbish
Code Description Rate Unit Qty Total
Cost for one truck load of capacity 8 cum (Net 8 cum
after deduction of looseness)
1.1.A Rate of 1 trip for 1 Km Lead (Sub Analysis) 871.55 Trip
1.1.B Rate of 1 trip for 2 Km Lead (Sub Analysis) 985.50 Trip
1.1.C Rate of 1 trip for 3 Km Lead (Sub Analysis) 1098.20 Trip
1.1.D Rate of 1 trip for 4 Km Lead (Sub Analysis) 1206.40 Trip
1.1.E Rate of 1 trip for 5 Km Lead (Sub Analysis) 1311.45 Trip 1 1311.45
1.1.X Rate of 1 trip for 6 to 10 Km Lead (Sub Analysis) 93.50 km
1.1.Y Rate of 1 trip for 11 to 20 Km Lead (Sub Analysis) 76.25 km
1.1.Z Rate of 1 trip for above 20 Km Lead (Sub Analysis) 61.50 km
TOTAL 1311.45
Add 12% GST applicable on work contract, by reversible 184.26
method (multiplying factor 0.1405)
TOTAL 1495.71
Add 15 % for contractor's profit and overheads 224.36
TOTAL 1720.07
Add 1 % for Labour Cess 17.2
Cost for 8 cum 1737.27
Say 217.15
1.1.2 Earth
Cost for one truck load of capacity 8 cum (Net 6.4 cum
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Cost for 6.4 cum 1737.27
Say 271.45
1.1.3 Manure or sludge
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 236.05
1.1.4 Excavated rock
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 434.3
1.1.5 Sand, stone aggregate below 40 mm nominal size
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 217.15
1.1.6 Stone aggregate 40 mm nominal size and above
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 236.05
1.1.7 Soling stone
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 255.5
1.1.8 Bricks
Cost for one truck load of capacity 3000 brcks
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Cost for 3000 Bricks 1737.27
Say 579.1
1.1.9 Brick Tiles
Cost for one truck load of capacity 5000 Bricks
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 347.45
1.1.10 Cement, stone blocks, G.I.. C.I., A.C., & C.C. pipes below 100 mm dia and other heavy materials
Cost for one truck load of capacity 9 tonne
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Cost for 9 tonne 1737.27
Say 193.05
1.1.11 Steel
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 193.05
1.1.12 Timber
Cost for one truck load of capacity 7 cum
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 248.2
1.1.13 Tar Bitumen
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 217.15
1.1.14 Solvent, diesel
Cost for one truck load of capacity 80 quintal
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Cost for 80 quintal 1737.27
Cost for 1 quintal 21.72
Say 21.7
1.1.15 Steam coal
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 248.2
1.1.16 S.W. pipe
1.1.16.1 100 mm dia
Cost for one truck load of capacity 600 m pipes
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Cost for 600 m pipes 1737.27
Say 289.55
1.1.16 S.W. pipe
1.1.16.2 150 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 579.1
1.1.16 S.W. pipe
1.1.16.3 200 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 965.15
1.1.16 S.W. pipe
1.1.16.5 250 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 1654.55
1.1.16 S.W. pipe
1.1.16.6 300 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 2068.2
1.1.16 S.W. pipe
1.1.16.7 350 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 2895.45
1.1.16 S.W. pipe
1.1.16.8 400 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 4136.35
1.1.16 S.W. pipe
1.1.16.9 450 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 5264.45
1.1.16 S.W. pipe
1.1.16.10 500 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 5790.9
1.1.16 S.W. pipe
1.1.16.11 600 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 7238.65
1.1.17 R.C.C. pipes, A.C. pipes, steel cylinder, R.C. pipes, C.I. pipes and unreinforced cement pipes
1.1.17.1 100 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 474.65
1.1.17.2 125 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 634.05
1.1.17.3 150 mm dia
Cost for one truck load of capacity 219.6 m pipes
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Cost for 219.6 m pipes 1737.27
Say 791.1
1.1.17.4 200 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 1286.85
1.1.17.5 250 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 1828.7
1.1.17.6 300 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 2260.3
1.1.17.7 350 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 3164.45
1.1.17.8 400 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 4315.15
1.1.17.9 450 mm & 500 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 5274.05
1.1.17.10 600, 700, 750 & 800 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 7911.05
1.1.17.11 900 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 11866.6
1.1.17.12 1000, 1100 & 1200 mm dia
TOTAL 1311.45
TOTAL 1495.71
TOTAL 1720.07
Say 15822.15
1.1.18 Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by
Code mechanical transport including loading, transporting, unloading
Description Rateto approved
Unit municipal
Qty dumping
Total
Details of cost for 3.00 tirps of 8 cum capacity.
LABOUR
0084 Hire charges of Diesel Truck - 9 tonne 2000.00 day 1 2000
excluding diesel & mobile oil
0114 Beldar 645.00 day 6 3870
1235 Diesel oil 80.87 litre 19.56 1581.82
Total 7451.82
TOTAL 8498.8
TOTAL 9773.62
Cost for 3.00 trips of capacity 8 cum 9871.36
Cost per trip of capacity per cum 411.31
Say 411.3
1.2 Carriage of materials by manual labour including loading, unloading and stacking for lead less than 0.5
1.2.1 Km : moorum, building rubbish
Lime,
Cost for 35 cum
1.2.A Rate for Manual carriage for first 50 m 4947.15 trip 1 4947.15
1.2.B Rate for Manual carriage for additional 50 m 1077.15 trip
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Rate for 1 cum 187.24
Say 187.25
1.2.2 Km :
Earth
Cost for 28 cum (after deducting looseness)
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Say 234.05
1.2.3 Km :
Manure or sludge
Cost for 32.2 cum (after deducting looseness)
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Say 203.5
1.2.4 Km :
Excavated rock
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Say 374.5
1.2.5 Km : stone aggregate below 40 mm nominal size
Sand,
Cost for 28 cum
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Say 234.05
1.2.6 Km : aggregate 40 mm nominal size and above
Stone
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Say 253.05
1.2.7 Km : stone
Soling
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Say 275.35
1.2.10 Km : Coal
Steam
Cost for 30 tonne
TOTAL 4947.15
TOTAL 5642.22
TOTAL 6488.55
Rate for 1 tonne 218.45
Say 218.45
1.2.11 Km : blocks,G.I.,C.I. Stainless Steel pipes below 100 mm dia and other heavy material
Stone
Cost for 46 tonne
1.2.C Rate for Manual carriage for first 50 m 5934.00 trip 1 5934
1.2.D Rate for Manual carriage for additional 50 m 870.75 trip
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Say 170.9
1.2.12 Km :
Cement
Cost for 57.99 tonne
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 57.99 tonne 7860.72
Say 135.55
1.2.13 Km :
Steel
Cost for 27 tonne
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Say 291.15
1.2.14 Km :
Timber
Cost for 42 Cum
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 42 Cum 7860.72
Rate for 1 Cum 187.16
Say 187.15
1.2.15 Km :bitumen etc.
Tar,
Cost for 46 tonne
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Say 170.9
1.2.16 Km : Pipe
S.W.
1.2.16.1 100 mm dia
Cost for 2298 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 2298 m 7860.72
Rate for 100 m 342.07
Say 342.05
1.2.16 Km : Pipe
S.W.
1.2.16.2 150 mm dia
Cost for 1398 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 1398 m 7860.72
Rate for 100 m 562.28
Say 562.3
1.2.16 Km : Pipe
S.W.
1.2.16.3 200 mm dia
Cost for 999 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 999 m 7860.72
Rate for 100 m 786.86
Say 786.85
1.2.16 Km : Pipe
S.W.
1.2.16.5 250 mm dia
Cost for 600 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 600 m 7860.72
Rate for 100 m 1310.12
Say 1310.1
1.2.16 Km : Pipe
S.W.
1.2.16.6 300 mm dia
Cost for 420 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 420 m 7860.72
Rate for 100 m 1871.6
Say 1871.6
1.2.16 Km : Pipe
S.W.
1.2.16.7 350 mm dia
Cost for 300 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 300 m 7860.72
Rate for 100 m 2620.24
Say 2620.25
1.2.16 Km : Pipe
S.W.
1.2.16.8 400 mm dia
Cost for 240 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 240 m 7860.72
Rate for 100 m 3275.3
Say 3275.3
1.2.16 Km : Pipe
S.W.
1.2.16.9 450 mm dia
Cost for 198 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 198 m 7860.72
Rate for 100 m 3970.06
Say 3970.05
1.2.16 Km : Pipe
S.W.
1.2.16.10 500 mm dia
Cost for 162 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 162 m 7860.72
Rate for 100 m 4852.3
Say 4852.3
1.2.16 Km : Pipe
S.W.
1.2.16.11 600 mm dia
Cost for 132 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 132 m 7860.72
Rate for 100 m 5955.09
Say 5955.1
1.2.17.1 Km :mm dia
100
Cost for 1702 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 1702 m 7860.72
Rate for 100 m 461.85
Say 461.85
1.2.17.2 Km :mm dia
125
Cost for 1391 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 1391 m 7860.72
Rate for 100 m 565.11
Say 565.1
1.2.17.3 Km :mm dia
150
Cost for 1208 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 1208 m 7860.72
Rate for 100 m 650.72
Say 650.7
1.2.17.4 Km :mm dia
200
Cost for 805 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 805 m 7860.72
Rate for 100 m 976.49
Say 976.5
1.2.17.5 Km :mm dia
250
Cost for 458 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 458 m 7860.72
Rate for 100 m 1716.31
Say 1716.3
1.2.17.6 Km :mm dia
300
Cost for 366 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 366 m 7860.72
Rate for 100 m 2147.74
Say 2147.75
1.2.17.7 Km :mm dia
350
Cost for 256 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 256 m 7860.72
Rate for 100 m 3070.59
Say 3070.6
1.2.17.8 Km :mm dia
400
Cost for 220 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 220 m 7860.72
Rate for 100 m 3573.05
Say 3573.05
1.2.17.9 Km :mm & 500 mm dia
450
Cost for 165 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 165 m 7860.72
Rate for 100 m 4764.07
Say 4764.05
1.2.17.10 Km : 700, 750 & 800 mm dia
600,
Cost for 150 m
TOTAL 5934
TOTAL 6767.73
TOTAL 7782.89
Cost for 150 m 7860.72
Rate for 100 m 5240.48
Say 5240.5
1.3 Loading in or unloading cement from the railway wagons at siding and carrying the same from or into
Code godowns adjacent to the siding, including stacking the same Rate
Description properly in Unit
rows uptoQty
any heightTotal
as per
Details of 23 tonnes of cement
LABOUR
0114 Beldar 645.00 day 3.75 2418.75
9999 Sundries Add for sweeping the wagon, 2.12 L.S. 2.62 5.55
screening the swept cement and filling the
same in bags
TOTAL 2424.3
TOTAL 2764.91
TOTAL 3179.65
Cost of 23 tonne 3211.45
Say 139.65
1.4 Loading in or unloading from the railway wagons as per direction of Engineer-in-charge :
1.4.1 Steel
Details of 44 tonnes of steel
LABOUR
0114 Beldar 645.00 day 10.66 6875.7
TOTAL 6875.7
TOTAL 7841.74
TOTAL 9018
Cost of 1 tonne 207
Say 207
1.4.2 G.I., C.I., R.C.C. or C.C. pipes upto 500 mm dia and similar heavy materials
Details of cost of unloading wagon of
14 tonnes
LABOUR
0114 Beldar 645.00 day 2 1290
9999 Sundries 2.12 L.S. 3.1 6.57
TOTAL 1296.57
TOTAL 1478.74
TOTAL 1700.55
Say 122.7
1.4.3 Heavy materials where each piece or bundle, crate or case weighs more than one tonne and R.C.C.,
Code C.I. and concrete pipes above 500 mm dia.
Description Rate Unit Qty Total
Details of cost of unloading wagon of
14 tonnes
LABOUR
0114 Beldar 645.00 day 3.25 2096.25
9999 Extra for fixing crane including labour involved 2.12 L.S. 91.15 193.24
9999 Sundries 2.12 L.S. 7.4 15.69
TOTAL 2305.18
TOTAL 2629.06
TOTAL 3023.42
Say 218.1
2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as
2.1.1 10 sqm
All kindson
ofplan
soil including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as
Details of cost for 100 Sqm
LABOUR
0114 Beldar 645.00 day 6.8 4386
0115 Coolie 645.00 day 5.6 3612
TOTAL 7998
Add 1 % for water charges 79.98
TOTAL 8077.98
TOTAL 9212.94
TOTAL 10594.88
Cost of 100 sqm 10700.83
Cost of 1 sqm 107.01
Say 107
2.2 Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth,
2.2.1 breaking
All clods,
kinds of soil watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and
Details of cost for 10 cum.
LABOUR
0114 Beldar 645.00 day 5.9 3805.5
0115 Coolie 645.00 day 3.6 2322
0101 Bhisti 714.00 day 0.4 285.6
0113 Chowkidar 645.00 day 0.008 5.16
Roller charges (one roller does 1850 sqm. Of
consolidation
per day)
0003 Hire charges of Diesel Road Roller - 8 to 10 tonne 3000.00 day 0.008 24
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 6448.05
TOTAL 6512.53
TOTAL 7427.54
TOTAL 8541.67
Cost of 10 cum. 8627.09
Cost of 1 cum. 862.71
Say 862.7
2.3 Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each
2.3.1 layer
All withof½soil
kinds tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with
LABOUR
0114 Beldar 645.00 day 2.2 1419
0115 Coolie 645.00 day 3.6 2322
0101 Bhisti 714.00 day 0.4 285.6
Roller charges (one roller does 1850 sqm. Of
consolidation
per day)
0113 Chowkidar 645.00 day 0.008 5.16
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 4061.55
TOTAL 4102.17
TOTAL 4678.52
TOTAL 5380.3
Say 543.4
2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers
Code not exceeding 20 cm in depth.
LABOUR
0113 Chowkidar 645.00 day 0.008 5.16
9999 Sundries 2.12 L.S. 1.82 3.86
TOTAL 33.02
TOTAL 33.35
TOTAL 38.04
TOTAL 43.75
Cost of 1 cum. 4.42
Say 4.4
2.5 Deduct for not watering the excavated earth for banking
LABOUR
0101 Bhisti 714.00 day 0.4 285.6
TOTAL 285.6
TOTAL 288.46
TOTAL 328.99
TOTAL 378.34
Say 38.2
2.6 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas
2.6.1 (exceeding
All kinds of 30
soilcm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and
Average output of Hydraulic Excavator per hour =
30cum.
MACHINERY
0020 Hydraulic Excavator (3D) with driver and fuel. 7000.00 day 0.041 287
0018 Hire and running charges of loader. 6000.00 day 0.041 246
LABOUR
0128 Mate 714.00 day 0.32 228.48
0115 Coolie 645.00 day 1.2 774
TOTAL 1535.48
TOTAL 1550.83
TOTAL 1768.72
TOTAL 2034.03
Cost of 10 cum. 2054.37
Say 205.45
2.7.1 (exceeding
Ordinary 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and
rock
MACHINERY
0017 Hire and running charges of tipper 3750.00 day 0.063 236.25
0132 Rock Excavator 645.00 day 0.705 454.73
0133 Rock Breaker 645.00 day 1.59 1025.55
0134 Rock Hole Driller 645.00 day 0.355 228.98
LABOUR
0114 Beldar 645.00 day 0.5 322.5
0115 Coolie 645.00 day 0.55 354.75
9999 Sundries 2.12 L.S. 10.79 22.87
TOTAL 3086.63
TOTAL 3117.5
TOTAL 3555.51
TOTAL 4088.84
Cost of 10 cum. 4129.73
Say 412.95
2.7.2 (exceeding
Hard 30 cm in depth,
rock (requiring 1.5 m in width as well as 10 sqm on plan) including getting out and
blasting)
MACHINERY
0133 Rock Breaker 645.00 day 2.825 1822.13
LABOUR
0114 Beldar 645.00 day 0.45 290.25
0115 Coolie 645.00 day 0.55 354.75
0325 Blasting powder 40.00 kg 3.93 157.2
0326 Blasting fuse (fuse wire) 15.00 each 4 60
9999 Sundries 2.12 L.S. 16.12 34.17
TOTAL 5316.78
TOTAL 5369.95
TOTAL 6124.43
TOTAL 7043.09
Cost of 10 cum. 7113.52
Say 711.35
2.7.3 (exceeding
Hard 30 cm inprohibited)
rock (blasting depth, 1.5 m in width as well as 10 sqm on plan) including getting out and
MACHINERY
0133 Rock Breaker 645.00 day 6 3870
0135 Stone Chiseller 714.00 day 1.06 756.84
0103 Blacksmith 2nd class 714.00 day 0.175 124.95
0114 Beldar 645.00 day 0.75 483.75
0115 Coolie 645.00 day 1 645
9999 Sundries 2.12 L.S. 16.12 34.17
TOTAL 8851.61
TOTAL 8940.13
TOTAL 10196.22
TOTAL 11725.65
Cost of 10 cum. 11842.91
Say 1184.3
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation
2.8.1 trenches
All or soil.
kinds of drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and
MACHINERY
0020 Hydraulic Excavator (3D) with driver and fuel. 7000.00 day 0.04125 288.75
0018 Hire and running charges of loader. 6000.00 day 0.04125 247.5
LABOUR
0128 Mate 714.00 day 0.4 285.6
0115 Coolie 645.00 day 2.05 1322.25
TOTAL 2144.1
TOTAL 2165.54
TOTAL 2469.8
TOTAL 2840.27
Cost of 10 cum. 2868.67
Say 286.85
2.9 Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches
2.9.1 or drains rock
Ordinary (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of
MACHINERY
0020 Hydraulic Excavator (3D) with driver and fuel. 7000.00 day 0.0625 437.5
LABOUR
0133 Rock Breaker 645.00 day 1.765 1138.43
0114 Beldar 645.00 day 0.5 322.5
0115 Coolie 645.00 day 1.3 838.5
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 3912.65
TOTAL 3951.78
TOTAL 4507.01
TOTAL 5183.06
Cost of 10 cum. 5234.89
Say 523.5
2.9.2 or drains
Hard rock(not exceeding
(requiring 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of
blasting)
MACHINERY
LABOUR
0133 Rock Breaker 645.00 day 3 1935
0114 Beldar 645.00 day 0.5 322.5
0115 Coolie 645.00 day 1.3 838.5
0325 Blasting powder 40.00 kg 6.42 256.8
0326 Blasting fuse (fuse wire) 15.00 each 7 105
9999 Sundries 2.12 L.S. 18.85 39.96
TOTAL 6325.01
TOTAL 6388.26
TOTAL 7285.81
TOTAL 8378.68
Cost of 10 cum. 8462.47
Say 846.25
2.9.3 or drains
Hard rock(not exceeding
(blasting 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of
prohibited)
MACHINERY
LABOUR
0133 Rock Breaker 645.00 day 6.175 3982.88
0135 Stone Chiseller 714.00 day 1.06 756.84
0114 Beldar 645.00 day 0.75 483.75
0115 Coolie 645.00 day 1.5 967.5
9999 Sundries 2.12 L.S. 17.94 38.03
TOTAL 9406.95
TOTAL 9501.02
TOTAL 10835.91
TOTAL 12461.3
Cost of 10 cum. 12585.91
Say 1258.6
2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and
2.10.1 dressing
All kinds of
of sides,
soil ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and
2.10.1.1 Pipes, cables etc, not exceeding 80 mm dia.
Details of cost for 180m length of a pipe of an average
dia.
say 40mm. Slope assumed 1 in 200.
Earth work and filling-
Minimum depth of trench 60cm. Average depth =
(0.6+1.5)/2 = 1.05, Width for this depth 0.45 cm,
180x0.45x1.05 = 85.05 cum
2.8.1 Rate as per item no. 2.8.1 of SH: Earth work 286.85 cum 85.05 24396.59
2.25 Rate as per Item Number 2.25 of 253.95 cum 85.05 21598.45
SH: Earth Work 85.05
TOTAL 45995.04
Cost of 180m length of pipes 45995.04
Cost for 1m. length of pipe 255.53
Say 255.55
2.10.1 dressing
All kinds of
of sides,
2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
dia.
Earth work and filling- Minimum depth of trench =
0.75+0.20 = 0.95m, Average depth = (1.50+0.95)/2 =
1.225m, Width = 0.40 + 0.20 = 0.60 m, 110x0.60x1.225 =
80.85 cum, 5% for collars = 4.04 cum, Total = 84.89 cum
TOTAL 45908.52
Cost of 110m length of pipe 45908.52
Cost for 1m length of pipe 417.35
Say 417.35
2.10.1 dressing
All kinds of
of sides,
2.10.1.3 Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
Details of cost for 60m length of a pipe of an average dia.

Earth work and filling- Minimum depth of trench
0.75+0.45=
1.20m, Average depth = (1.50+1.20)/2 = 1.35, Width =
0.40
+ 0.45 = 0.85 m, 60x0.85x1.35 = 68.85 cum, 5% for
collars
= 3.44 cum, Total = 72.29 cum
TOTAL 39094.44
Cost of 60m length of pipe 39094.44
Say 651.55
2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but
Code not exceeding 3 m. (Rate is over corresponding basic item forRate
Description depth uptoUnit
1.5 metre).
Qty Total
Details of cost for 300m length of pipe of an average dia.
say 200mm (rate in percentage), Slope assumed 1 in 200.
100x0.60x1.75 = 105.00 cum, 200x0.60x2.00 = 240.00
cum. Total = 345.00 cum. Collars 5%= 17.25 cum. Total =
362.25 cum.
2.25 Rate as per Item Number 2.25 of SH: Earth Work 253.95 cum 362.25 91993.39
1/2x200x1.60x1 = 160 cum
2.6.1 Rate as per Item Number 2.6.1 of SH: Earth Work 205.45 cum 160 32872
2.25 Rate as per Item Number 2.25 of SH: Earth Work 253.95 cum 160 40632
Extra for additional lift
1/2x200x0.60x1.50 = 135.00 cum
Collars 5%=6.75 cum.
Total= 141.75 cum
2.26.1 Rate as per Item Number 2.26.1 of SH: Earth Work 104.50 cum 141.75 14812.88
Cost for 300 m. length of pipe 284221.68
2.10.1.2 Rate as per Item Number 2.10.1.2 of SH:Earth Work 417.35 metre -300 -125205
(Cost for 300 m. length of pipe upto 159016.68
1.5 m depth)
Extra cost for 300 metre = R = P + Q
Extra cost for one metre = R/300 530.06
Percentage increase over item no 127.01
2.10.1.2 =(Rx100)/Q
Say 127
2.12 Extra for excavating trenches for pipes, cables, etc, in all kinds of soil for depth exceeding 3 m in
Code depth, but not exceeding 4.5 m. (Rate is over corresponding Rate
Description basic item for depth upto
Unit Qty 1.5 metre.)
Total
Details of cost for a 100m length of a pipe of an average
dia. say 200mm

Slope assumed 1 in 200.
Earth work and filling-
1x100x0.60x2 = 120 cum
Collars 5% = 6 cum.
Total = 126 cum.
2.8.1 Rate as per item no. 2.8.1 of SH: Earth work 286.85 cum 126 36143.1
2.25 Rate as per item No.2.25 of SH: Earth work Earth work 253.95 cum 126 31997.7
100x1.60x1.25 = 200 cum

2.6.1 Rate as per item no. 2.6.1 of SH: Earth work 205.45 cum 200 41090
2.25 Rate as per item No.2.25 of SH: Earth work 253.95 cum 200 50790
1x100x0.60x1.50 = 90 cum.
2x0.50x100x0.60x0.50 = 30 cum.
Total = 120 cum.
Collars 5% = 6 cum.
Total = 126 cum
2.26.1 Rate as per item no. 2.26.1 of SH: Earth work 104.50 cum 126 13167
2.10.1.2 Rate as per Item Number 2.10.1.2 of SH: Earth work 417.35 metre -100 -41735
(Cost for 100 m. length of pipe upto 131452.8
1.5 m depth)
Extra cost for 100 metre =R = P + Q 131452.8
Extra cost for one metre =R/100 131452.8
Percentage increase over item no 314.97
2.10.1.2 =(Rx100)/Q
Say 314.95
2.13 Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth
2.13.1 upto 1.5 m,
Ordinary including
rock : getting out the excavated materials, returning the soil as required in layers not
2.13.1.1 Pipes, cables etc. not exceeding 80 mm dia
Details of cost for 180 m length of a pipe of
a average dia. say 40mm.
Slope assumed 1:200
Excavation-
Quantity same as in item No.2.10.1.1
2.9.1 Rate as per Item Number 2.9.1 of SH: Earth Work 523.50 cum 85.05 44523.68
Refilling, ramming and watering
2.25 Rate as per item No.2.25 of SH: Earth Work 253.95 cum 85.05 21598.45
Extra labour for ramming of rock
0114 Beldar 645.00 day 2 1290
TOTAL 67412.13
Add 1 % for water charges on all except (A) i.e. on 12.9
(67412.13 - 66122.13) = 1290
TOTAL 67425.03
method (multiplying factor 0.1405) on all except (A) i.e.
on (67425.03 - 66122.13) = 1302.9 x 0.1405
TOTAL 67608.09
Add 15 % for contractor's profit and overheads on all 222.89
except (A) i.e. on (67608.09 - 66122.13) =
1485.95999999999
TOTAL 67830.98
Add 1 % for Labour Cess on all except (A) i.e. on 17.09
(67830.98 - 66122.13) = 1708.84999999999
Say 376.95
2.13.1 upto 1.5 m,
Ordinary including
2.13.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
Details of cost for 80 m length of pipe of an
average dia. Say 200mm.
Slope assumed 1:200
Excavation-
Minimum depth of trench.
0.75+0.15+0.20 = 1.10m
Average depth = (1.10+1.50)/2 = 1.30m
Minimum width of trench = 0.90m
80x0.90x1.30 = 93.60 cum.
2.9.1 Rate as per item no. 2.9.1 of SH: Earth Work 523.50 cum 93.6 48999.6
0114 Beldar 645.00 day 2.2 1419
TOTAL 74188.32
(74188.32 - 72769.32) = 1419
TOTAL 74202.51
on (74202.51 - 72769.32) = 1433.19 x 0.1405
TOTAL 74403.87
except (A) i.e. on (74403.87 - 72769.32) = 1634.55
TOTAL 74649.05
(74649.05 - 72769.32) = 1879.73
Say 933.35
2.13.1 upto 1.5 m,
Ordinary including
2.13.1.3 Pipes, cables exceeding 300 mm dia but not exceeding 600 mm dia
Details of cost for 30 m. length of a pipe of
an average dia. say 450mm.
Excavation-
Minimum depth of trench.
0.75+0.15+0.45 = 1.35m
Average depth = (1.35+1.50)/2 = 1.425m
Minimum width of trench = 0.90m
30x0.90x1.425 = 38.475 cum.
5% for collar = 1.924cum
Total = 40.399cum
0114 Beldar 645.00 day 0.94 606.3
TOTAL 32014.51
(32014.51 - 31408.21) = 606.299999999999
TOTAL 32020.57
on (32020.57 - 31408.21) = 612.359999999999 x 0.1405
TOTAL 32106.61
except (A) i.e. on (32106.61 - 31408.21) =
698.400000000001
TOTAL 32211.37
(32211.37 - 31408.21) = 803.16
Cost for 30 m length of a pipe 32219.4
Cost for one m length of a pipe 1073.98
Say 1074
2.13.2 upto 1.5
Hard rockm, includingblasting)
(requiring getting out the excavated materials, returning the soil as required in layers not
Details of cost for 180 m length of a pipe of a average
dia.
say 40mm.
Slope assumed 1:200
Excavation-
0114 Beldar 645.00 day 2.5 1612.5
TOTAL 95184.51
(95184.51 - 93572.01) = 1612.5
TOTAL 95200.64
on (95200.64 - 93572.01) = 1628.63 x 0.1405
TOTAL 95429.46
except (A) i.e. on (95429.46 - 93572.01) =
1857.45000000001
TOTAL 95708.08
(95708.08 - 93572.01) = 2136.07000000001
Say 531.85
2.13.2 upto 1.5
Details of cost for 80 m length of a pipe of an average
dia.
say 200mm.
Slope assumed 1:200
Excavation-
2.9.2 Rate as per item no. 2.9.2 of SH: Earth Work 846.25 cum 93.6 79209
0114 Beldar 645.00 day 2.75 1773.75
TOTAL 104752.47
(104752.47 - 102978.72) = 1773.75
TOTAL 104770.21
on (104770.21 - 102978.72) = 1791.49 x 0.1405
TOTAL 105021.91
except (A) i.e. on (105021.91 - 102978.72) = 2043.19
TOTAL 105328.39
(105328.39 - 102978.72) = 2349.67
Say 1316.9
2.13.2 upto 1.5
dia.
Say 450mm.
Slope assumed 1:200
Excavation-
0114 Beldar 645.00 day 1.17 754.65
TOTAL 45201.63
(45201.63 - 44446.98) = 754.650000000001
TOTAL 45209.18
on (45209.18 - 44446.98) = 762.200000000001 x 0.1405
TOTAL 45316.27
except (A) i.e. on (45316.27 - 44446.98) =
869.290000000001
TOTAL 45446.66
Add 1 % for Labour Cess on all except (A) i.e. on 10
(45446.66 - 44446.98) = 999.68
Say 1515.2
2.13.3 upto 1.5
Hard rockm, including
(blasting getting out the excavated materials, returning the soil as required in layers not
prohibited)
Details of cost for 180 m length of a pipe of a average
dia.
say 40mm.
Slope assumed 1:200
Excavation-
2.9.3 Rate of item no 2.9.3 of SH: Earth Work 1258.60 cum 85.05 107043.93
0114 Beldar 645.00 day 2.5 1612.5
TOTAL 130254.88
(130254.88 - 128642.38) = 1612.5
TOTAL 130271.01
on (130271.01 - 128642.38) = 1628.63 x 0.1405
TOTAL 130499.83
except (A) i.e. on (130499.83 - 128642.38) =
1857.45000000001
TOTAL 130778.45
(130778.45 - 128642.38) = 2136.07000000001
Say 726.65
2.13.3 upto 1.5
prohibited)
dia.
say 200mm.
Slope assumed 1:200
Excavation-
0114 Beldar 645.00 day 2.75 1773.75
TOTAL 143348.43
(143348.43 - 141574.68) = 1773.75
TOTAL 143366.17
on (143366.17 - 141574.68) = 1791.49 x 0.1405
TOTAL 143617.87
except (A) i.e. on (143617.87 - 141574.68) = 2043.19
TOTAL 143924.35
(143924.35 - 141574.68) = 2349.67000000001
Say 1799.35
2.13.3 upto 1.5
prohibited)
dia.
Say 450mm.
Slope assumed 1:200
Excavation-
0114 Beldar 645.00 day 1.17 754.65
TOTAL 61860.16
(61860.16 - 61105.51) = 754.650000000001
TOTAL 61867.71
on (61867.71 - 61105.51) = 762.200000000001 x 0.1405
TOTAL 61974.8
except (A) i.e. on (61974.8 - 61105.51) =
869.290000000001
TOTAL 62105.19
(62105.19 - 61105.51) = 999.68
Say 2070.5
2.14 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but
Code not exceeding 3 m. (Rate is over corresponding basic item forRate
Description depth uptoUnit
1.5 metre)
Qty Total
dia.
say 200mm.
Excavation-
100x0.90x1.50 = 157.50 cum.
200x0.90x20.00 = 360 cum.
Total = 517.50 cum.
0.50x200x1.90x1 = 190 cum.
2.7.2 Rate as per item no. 2.7.2 of SH: Earth Work 711.35 cum 190 135156.5
517.50+190.00 = 707.50 cum.
0.5x300x0.9x1.5 = 202.50 cum.
0114 Beldar 645.00 day 16.5 10642.5
TOTAL 801351.51
(801351.51 - 790709.01) = 10642.5
TOTAL 801457.94
on (801457.94 - 790709.01) = 10748.93 x 0.1405
TOTAL 802968.16
except (A) i.e. on (802968.16 - 790709.01) = 12259.15
TOTAL 804807.03
(804807.03 - 790709.01) = 14098.02
2.13.2.2 Rate as per Item No.2.13.2.2 of SH: Earth Work 1316.90 metre -300 -395070
(cost of 300 m length of pipe upto 1.5m depth)
Extra cost for 300 metre = P + Q 409878.01
Extra cost for one metre 1366.26
Percentage increase over item 2.13.2.2 = (Rx100)/Q 103.75
Say 103.75
2.15 Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but
Code not exceeding 4.5 m. (Rate is over correspondingbasic item for
Description depth upto
Rate Unit1.5 metre)
Qty Total
Details of cost for 100m length of a pipe of
an average dia. say 200mm. (rate in percentage) Slope
assumed 1 in 200.
Max depth assumed 3.5m
Excavation-
100x0.90x2 = 180 cum.
2.9.2 Rate as per item no. 2.9.2 of SH: Earth Work 846.25 cum 180 152325
100x1.90x1.25 = 237.5 cum
1x100x0.90x1.50 = 135
2x0.50x100x0.90x0.50 = 45
Total = 180 cum.
2.26.2 Rate as per item no. 2.26.2 of SH: Earth Work 187.40 cum 180 33732
180+237.50 = 417.50 cum.
0114 Beldar 645.00 day 9.25 5966.25
TOTAL 466993.01
(466993.01 - 461026.76) = 5966.25
TOTAL 467052.67
on (467052.67 - 461026.76) = 6025.91 x 0.1405
TOTAL 467899.31
except (A) i.e. on (467899.31 - 461026.76) =
6872.54999999999
TOTAL 468930.19
(468930.19 - 461026.76) = 7903.42999999999
2.13.2.2 Rate as per item No 2.13.2.2 of 1316.90 metre -100 -131690
SH: Earth Work -100
(cost of 100 m length of pipe exceeding
1.5 m and upto 3 m depth)
Extra cost for 100 m = P + Q 337319.22
Extra cost for 1 m 3373.19
Percentage increase over item 2.13.2.2 = (Rx100)Q 256.15
Say 256.15
2.16 Close timbering in trenches including strutting, shoring and packing cavities (wherever required)
2.16.1 complete.
Depth not (Measurements
exceeding 1.5 m to be taken of the face area timbered).
Details of cost for a trench 30m long and 1.5m deep area
2x30x1.50=90 sqm
MATERIAL
The Material can be used four times on the same work
and
after use of material credit is given @ 75% of cost
Poling boards of
1198 Second class kail wood in planks 260.00 10 cudm 21.375 5557.5
90x0.038 = 3.42 cum = 3420 cudm

Qty taken for cost of using once
after deducting for credit = 3420x¼x¼ = 213.75 dm³
Wallings l00mmx 100mm of
1197 Second class kail wood in scantling 260.00 10 cudm 7.5 1950
4x30x0.10x0.10 = 1.20cum= 1200 cudm

Qty taken for cost of using once after deducting for
credit =
1200x¼x¼ = 75 dm³
0302 Safeda ballies 125 mm diameter 40.00 metre 3.1875 127.5
and 1.5m long
2x17x1.50 = 51m
after deducting for credit = 51x¼x¼ = 3.1875 m
CARRIAGE
Poling boards = 3.42 cum
Walling = 1.20 cum.
Balli struts: 3.14/4x(0.125)³x51 = 0.63 cum
Total of carriage = 5.25x¼ = 1.3125 cum.
2204 Carriage of Timber 187.35 cum 1.3125 245.9
0112 Carpenter 2nd class 714.00 day 0.5 357
0114 Beldar 645.00 day 1 645
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 8939.95
TOTAL 9029.35
TOTAL 10297.97
TOTAL 11842.67
Cost of 90 Sqm. 11961.1
Cost per sqm. 132.9
Say 132.9
2.16.2 complete.
Depth (Measurements
exceeding 1.5 m but to
notbeexceeding
taken of the
3 mface area timbered).
Details of cost for a trench 30m long and 1.5m deep
Area 2x30x1.50=90 sqm

MATERIAL
and
Poling boards of
90x0.038 = 3.42 cum = 3420 cudm

after deducting for credit = 3420x¼x¼ = 213.75 dm³
Walings 100 mmx 100mm of
4x30x0.10x0.10 = 1.20cum = 1200 cudm

Qty taken for cost of using once after deducting for
credit =
1200x¼x¼ = 75 dm³
and 1.5m long
2x17x1.50 = 51m
after deducting for credit = 51x¼x¼ = 3.1875 m
CARRIAGE
Walling= 1.20 cum.
0112 Carpenter 2nd class 714.00 day 0.75 535.5
0114 Beldar 645.00 day 2 1290
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 9792.11
TOTAL 9890.03
TOTAL 11279.58
TOTAL 12971.52
Cost of 90 Sqm. 13101.24
Cost per sqm. 145.57
Say 145.55
2.16.3 complete.
Depth (Measurements
exceeding 3 m but notto exceeding
be taken of4.5
themface area timbered).
Area 2x30x1.5=90 sqm-

MATERIAL
and
Poling boards of
90x0.038 = 3.42 cum = 3420 cudm
after deducting for credit = 3420x¼x¼ = 213.75dm³
Wallings 100mmx 100mm of
4x30x0.10x0.10 = I.20cum = 1200 dm3

after deducting for credit = 1200x¼x¼ = 75 dm³
and 1.5m long
2x17x1.5 = 51m
Qty taken for cost of using once after
deducting for credit = 51x¼x¼ = 3.1875 m
CARRIAGE
Walling = 1.20 cum.
LABOUR
0114 Beldar 645.00 day 4 2580
9999 Sundries 2.12 L.S. 80.73 171.15
TOTAL 11703.05
TOTAL 11820.08
TOTAL 13480.8
TOTAL 15502.92
Cost of 90 Sqm. 15657.95
Say 174
2.17 Close timbering in case of shafts, wells, cesspits, manholes and the like including strutting, shoring and
2.17.1 packingnot
Depth cavities (wherever
exceeding 1.5 m required) etc. complete. (Measurements to be taken of the face area
Details of cost for a manhole 1.2m x 1.0m x1.5m
Surface area: 2x(1.2+1.0)x1.5 = 6.6sqm
MATERIAL
and
Poling boards of
6.60x0.038 = 0.251 cum = 251 cudm

deducting for credit = 251x¼x¼ = 15.6875 dm³
Wallings 100mmx 100mm of
1197 Second class kail wood in scantling 260.00 10 cudm 0.5125 133.25
2x2x1.124x0.1x0.1 = 0.045 cum

2x2x0.924x0.1x0.1 = 0.037 cum.
Total Kail wood = 0.082 cum. = 82dm³
and 1.50m long
2x2x0.924 = 3.696
2x2x0.724 = 2.896
Total of balli = 6.592m
deducting for credit = 6.592x¼x¼ =
0.4118m
CARRIAGE
Walling = 0.082 cum.
Balli struts 3.14/4x(0.125)²x6.59 = 0.081 cum.
Total of carriage = 0.414 cum x¼ = 0.1035 cum
LABOUR
0114 Beldar 645.00 day 0.12 77.4
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 703.02
TOTAL 710.05
TOTAL 809.81
TOTAL 931.28
Cost of 6.6 sqm. 940.59
Say 142.5
2.17.2 packingexceeding
Depth cavities (wherever
1.5 m but required) etc. complete.
not exceeding 3m (Measurements to be taken of the face area
Details of cost for a manhole 1.2m x 1.0m x1.5m-
MATERIAL
and
Poling boards of
6.6x0.038 = 0.251 cum = 251 cudm

Walling of
2x2x1.124x0.1x0.1 = 0.045 cum

2x2x0.924x0.1x0.1 = 0.037 cum.
0302 Safeda ballies 125 mm diameter and 1.5m long 40.00 metre 0.4118 16.47
2x2x0.924 = 3.696
2x2x0.724 = 2.896
deducting for credit = 6.592x¼x¼ = 0.4118m
CARRIAGE
LABOUR
0114 Beldar 645.00 day 0.25 161.25
9999 Sundries 2.12 L.S. 5.46 11.58
TOTAL 835.5
TOTAL 843.86
TOTAL 962.42
TOTAL 1106.78
Cost of 6.6 sqm. 1117.85
Say 169.35
2.17.3 packingexceeding
Depth cavities (wherever required)
3 m but not etc.4.5
exceeding complete.
m (Measurements to be taken of the face area
Details of cost for a manhole 1.2m x 1.0m x1.5m-
MATERIAL
and
Poling boards of
6.6x0.038 = 0.251 cum = 251 cudm

Walling of
2x2x1.124x0.10x0.10 = 0.045 cum

2x2x0.924x0.10x0.10 = 0.037 cum.
0302 Safeda ballies 125 mm diameter and 1.50m long 40.00 metre 0.4118 16.47
2x2x0.924 = 3.696
2x2x0.724 = 2.896
deducting for credit = 6.592x¼x¼ = 0.4118 m
CARRIAGE
LABOUR
0114 Beldar 645.00 day 0.38 245.1
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 974.84
TOTAL 984.59
TOTAL 1122.92
TOTAL 1291.36
Cost of 6.6 sqm. 1304.27
Say 197.6
2.18 Close timbering over areas including strutting, shoring and packing cavities (wherever required) etc.
2.18.1 complete.
Depth not (Measurements
exceeding 1.5 m to be taken of the face area timbered):
Details of cost for an area 30m long and 1.50m deep-
Area -30x1.5m = 45 sqm.

MATERIAL
and
Poling boards of
250x38mm : 45x0.038 = 1.71 cum = 1710 cudm

Wallings l00mmx 100mm of
100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudm

Raking struts
CARRIAGE
Walling = 0.30 cum
Raking struts 3.14/4x(0.125)² = 0.313 cum
LABOUR
0114 Beldar 645.00 day 0.5 322.5
9999 Sundries 2.12 L.S. 31.46 66.7
TOTAL 4006.4
TOTAL 4046.46
TOTAL 4614.99
TOTAL 5307.24
Cost of 45 Sqm. 5360.31
Say 119.1
2.18.2 complete.
Depth (Measurements
exceeding 1.5 m but to
notbeexceeding
taken of the
3 mface area timbered):
Area -30x1.5m = 45 sqm.
MATERIAL
and
Poling boards of
250x38mm : 45x0.038 = 1.71 cum =1710 cudm

Walling of
100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudm

Raking struts
17 x 1.5 = 25.5m
CARRIAGE
Walling = 0.30 cum.
LABOUR
0114 Beldar 645.00 day 1 645
9999 Sundries 2.12 L.S. 34.06 72.21
TOTAL 4512.91
TOTAL 4558.04
TOTAL 5198.44
TOTAL 5978.21
Cost of 45 Sqm. 6037.99
Say 134.2
2.18.3 complete.
Depth (Measurements
exceeding to exceeding
3 m but not be taken of4.5
themface area timbered):
Area -30x1.5m = 45 sqm.
MATERIAL
and
Poling boards of
250x38mm : 45x0.038 =
1.71 cum = 1710 cudm
Walling of
100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudm

Raking struts
and 1.5m long
17 x 1.50 = 25.5m
CARRIAGE
Walling = 0.30 cum.
LABOUR
0114 Beldar 645.00 day 1.5 967.5
9999 Sundries 2.12 L.S. 47.58 100.87
TOTAL 5042.57
TOTAL 5093
TOTAL 5808.57
TOTAL 6679.86
Cost of 45 Sqm. 6746.66
Say 149.95
2.19 Extra for planking, strutting and packing materials for cavities (in close timbering) if required to be left
Code permanently in position. (Face area of timber permanently left
Description Rateto be measured).
Unit Qty Total
area 2x30x1.5=90 sqm-

MATERIAL
Poling boards of
1198 Second class kail wood in planks 260.00 10 cudm 299.25 77805
90x0.038 = 3.42 cum = 3420 cudm

Less @ 1/8 of Qty as timber is supposed to be used once
before = 3420 - 427.5 = 2992.5 dm ³

Walings 100mmx100mm of
1197 Second class kail wood in scantling 260.00 10 cudm 105 27300
4x30x0.10x0.10 = 1.20cum = 1200 cudm

before = 1200 - 150 = 1050 dm ³

Struts of
and 1.5m long
2x17x1.5 = 51m
before = 51 - 6.37 = 44.63 m

Walling= 1.20 cum.
Balli struts: 3.14/4x(0.125) ² x 51 = 0.63 cum
= 5.25 cum Taking half = 5.25 x ½ = 2.675 cum
TOTAL 107391.36
TOTAL 108465.27
TOTAL 123704.64
TOTAL 142260.34
Cost of 90 Sqm. 143682.94
Say 1596.5
2.20 Open timbering in trenches including strutting and shoring complete (measurements to be taken of
2.20.1 the face
Depth area
not timbered):
exceeding 1.5 m
Details of cost for a trench of length 30m and 1.50m
deep
surface area - 2x30x1.5 = 90 sqm.
MATERIAL
and
Poling board of
1.5mx0.25x0.038m
2x40x1.5x0.25x0.038= 1.14cum = 1140 cudm
deducting for credit = 1140x¼x¼ = 71.25 cudm
Walling l00mmxl00mm : 4x30mx0.l0mx0.l0m = 1.20cum=
1200 cudm
deducting for credit = 1200x¼x¼ = 75 dm³
Struts of
and 1.5m long
2x17x1.50 = 51m
CARRIAGE:
Walling = 1.20 cum
Ballies struts 3.14/4x(0.125) ² = 0.63 cum
Total of carriage = 2.97 cum x ¼ = 0.74
LABOUR
0114 Beldar 645.00 day 0.5 322.5
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 4611.23
TOTAL 4657.34
TOTAL 5311.7
TOTAL 6108.46
Cost of 90 Sqm 6169.54
Cost per sqm. 68.55
Say 68.55
2.20.2 the face
Depth area timbered):
exceeding 1.5 m but not exceeding 3 m
Details of cost for a trench of length 30m and 1.5m deep

MATERIAL
and
Poling boards of
1.50mx0.25x0.038m 2x40x1.50x0.25x0.038= 1.14cum=
1140 cudm
Wallings of
100mmx 100mm: 4x30mx0.l0mx0.l0m = 1.20cum= 1200
cudm
Struts of
and 1.5m long
2x17x1.5 = 51m
CARRIAGE:
Walling
LABOUR
0114 Beldar 645.00 day 1 645
9999 Sundries 2.12 L.S. 33.15 70.28
TOTAL 5140.62
TOTAL 5192.03
TOTAL 5921.51
TOTAL 6809.74
Cost per sqm. 76.42
Say 76.4
2.20.3 the face
exceeding 3 m but not exceeding 4.5 m

MATERIAL
and
Poling boards of
1.50mx0.25x0.038m :
2x40x1.5x0.25x0.038= 1.14 cum =1140 cudm
Wallings of
l00mmxl00mm : 4x30mx0.lmx0.lm = 1.20cum= 1200

cudm
Struts of
and 1.5m long
2x17x1.5 = 51m
CARRIAGE:
Walling = 1.20 cum
LABOUR
0112 Carpenter 2nd class 714.00 day 1 714
0114 Beldar 645.00 day 1.75 1128.75
9999 Sundries 2.12 L.S. 46.67 98.94
TOTAL 6010.03
TOTAL 6070.13
TOTAL 6922.98
TOTAL 7961.43
Cost per sqm. 89.34
Say 89.35
2.21 Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring
2.21.1 complete
Depth not(Measurements
exceeding 1.5 mto be taken of the face area timbered):
Details of cost for a manhole 1.2x 1m x 1.5m
Surface area 2(1.2+1.0)x1.5 = 6.6 sqm
MATERIAL
and
Polling boards of
250mm wide and 38mm thick

6x0.25xl.5x0.038 = 0.086 cum = 86cudm
Walling l00mmxl00mm of
4x1.2x0.1x0.1 = 0.048 cum = 48 dm³

Struts of
0302 Safeda ballies 125 mm diameter 40.00 metre 0.4 16
(4x1.0=4.0)+(2x1.2=2.4) = 6.4m
CARRIAGE :
Walling
Ballies struts 3.14/4x(0.125) ² x 6.4 = 0.079 cum
LABOUR
0114 Beldar 645.00 day 0.06 38.7
9999 Sundries 2.12 L.S. 1.82 3.86
TOTAL 307.66
TOTAL 310.74
TOTAL 354.4
TOTAL 407.56
Cost of 6.6 sqm. 411.64
Cost per sqm. 62.37
Say 62.35
2.21.2 complete
Depth (Measurements
exceeding 1.5 m buttonot
beexceeding
taken of the
3 mface area timbered):
Details of cost for a manhole 1.2x 1m x 1.5m
MATERIAL
and
Polling boards of
250mm wide and 38mm thick :

6x0.25x1.50x0.038 = 0.086 cum = 86cudm
Walling 100mmxl00mm of
4x1.20x0.10x0.10 = 0.048 cum = 48 dm³

Struts of
(4x1.00=4.00)+(2x1.20=2.40) = 6.40m
CARRIAGE :
Walling = 0.048 cum
LABOUR
0114 Beldar 645.00 day 0.12 77.4
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 369.71
TOTAL 373.41
TOTAL 425.87
TOTAL 489.75
Cost of 6.6 sqm. 494.65
Cost per sqm. 74.95
Say 74.95
2.21.3 complete
Depth (Measurements
exceeding to be
3 m but not taken of4.5
exceeding themface area timbered):
Details of cost for a manhole 1.2x 1m x1.5m
MATERIAL
and
Polling boards of
250mm wide and 38mm thick :

6x0.25x1.50x0.038 = 0.086 cum = 86cudm
Walling 100mmxl00mm of
4x1.2x0.10x0.10 = 0.048 cum = 48 dm³

Struts of
(4x1.0=4.0)+(2x1.2=2.4) = 6.4m
CARRIAGE :
Walling = 0.048 cum
LABOUR
0114 Beldar 645.00 day 0.2 129
9999 Sundries 2.12 L.S. 3.64 7.72
TOTAL 451.8
TOTAL 456.32
TOTAL 520.43
TOTAL 598.49
Cost of 6.6 sqm. 604.47
Cost per sqm. 91.59
Say 91.6
2.22 Open timbering over areas including strutting, shoring etc. complete. (Measurements to be taken of
2.22.1 the face
Depth area
not timbered):
exceeding 1.5 m
Details of cost for an area 30m long and 1.5m deep
area = 30 x 1.5 = 45 sqm.
MATERIAL
and
Polling boards of
250mm x 38mm
40x1.50x0.25x0.038 = 0.57cum. = 570 dm³
Raking struts-
40x1.50 = 60m
CARRIAGE :
Ballies 40x1.5x3.14/4x0.125² = 0.4 cum.
Total for carriage = 1.31 cum x ¼ = 0.3275 cum
LABOUR
0114 Beldar 645.00 day 0.25 161.25
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 1426.43
TOTAL 1440.69
TOTAL 1643.11
TOTAL 1889.58
Cost of 45 sqm. 1908.48
Cost per sqm. 42.41
Say 42.4
2.22.2 the face
exceeding 1.5 m but not exceeding 3 m
area = 30 x 1.5 = 45 sqm.
MATERIAL
and
Polling boards of
250mm x 38mm
40x1.50x0.25x0.038 = 0.57cum. = 570 dm³
Raking struts-
40x1.50 = 60m
CARRIAGE :
Ballies 40x1.50x3.14/4x0.125² = 0.4 cum.
LABOUR
0114 Beldar 645.00 day 0.5 322.5
9999 Sundries 2.12 L.S. 33.15 70.28
TOTAL 1708.89
TOTAL 1725.98
TOTAL 1968.48
TOTAL 2263.75
Cost of 45 sqm. 2286.39
Cost per sqm. 50.81
Say 50.8
2.22.3 the face
exceeding 3 m but not exceeding 4.5 m
area = 30 x 1.50 = 45 sqm.
MATERIAL
and
Polling boards of
250mm x 38mm
40x1.50x0.25x0.038 = 0.57cum. = 570 dm³
Raking struts-
40x1.50 = 60m
CARRIAGE :
Ballies 40x1.5x3.14/4x0.125² = 0.4 cum.
LABOUR
0114 Beldar 645.00 day 0.88 567.6
9999 Sundries 2.12 L.S. 47.58 100.87
TOTAL 2163.08
TOTAL 2184.71
TOTAL 2491.66
TOTAL 2865.41
Cost of 45 sqm. 2894.06
Cost per sqm. 64.31
Say 64.3
2.23 Extra for planking and strutting in open timbering if required to be left permanently in position. (Face
Code area of the timber permanently left to be measured).

MATERIAL
Poling boards of
1198 Second class kail wood in planks 260.00 10 cudm 99.75 25935
1.50mx0.25x0.038
2x40x1.50x0.25x0.038 = 1.14cum = 1140 cudm
before = 1140 - 142.5 = 997.5 dm ³

Walling 100mmx 100mm of
1197 Second class kail wood in scantling 260.00 10 cudm 105 27300
4x30mx0.10 mx0.10 m = 1.20cum= 1200 cudm

before = 1200 - 150 = 1050 dm ³

Struts of
and 1.5m long
2x17x1.5= 51m
Less @ 1/8 of Qty as timber is supposed to
be used once before = 51 - 6.37 = 44.63 m
Walling = 1.20 cum
Ballies struts 51x3.14x¼x0.125² = 0.63 cum
Total of carriage = 2.97 cum Taking half = 2.97 x ½ =
1.485
cum
TOTAL 55298.41
TOTAL 55851.39
TOTAL 63698.51
TOTAL 73253.29
Cost of 90 sqm. 73985.82
Say 822.05
2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers
Code not exceeding 20cm in depth, consolidating each deposited layer
Description Rate by ramming
Unit and Qty
watering, lead up to
Total
LABOUR
0128 Mate 714.00 day 0.2 142.8
0115 Coolie 645.00 day 2.5 1612.5
0101 Bhisti 714.00 day 0.2 142.8
TOTAL 1898.1
TOTAL 1917.08
TOTAL 2186.43
TOTAL 2514.39
Cost of 10 cum. 2539.53
Say 253.95
2.25A Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead
Code of 5km also including ramming and watering of the earth in layers
Description Rate not exceeding
Unit 20 cm in trenches,
Qty Total
Details of cost for 10 cum
2.6.1 Rate as per item no 2.6.1 of SH:2 EARTH WORK 205.45 cum 10 2054.5
Less for initial lead of 50m
1.2.2 Rate as per item no 1.2.2 of SH:1 CARRIAGE OF 234.05 cum -10 -2340.5
MATERIALS
Add for ramming and watering in layers (Ref. item no
2.27)
0114 Beldar (1/2x0.89=0.45 day) 645.00 day 0.45 290.25
0101 Bhisti 714.00 day 0.35 249.9
Carriage of materials upto 5 km
1.1.2 Rate as per item no 1.1.2 of SH:1 CARRIAGE OF 271.45 cum 10 2714.5
MATERIALS 10
0979 Royalty for good earth 40.00 cum 10 400
TOTAL 3368.65
(3368.65 - 2428.5) = 940.15
TOTAL 3378.05
on (3378.05 - 2428.5) = 949.55 x 0.1405
TOTAL 3511.46
except (A) i.e. on (3511.46 - 2428.5) = 1082.96
TOTAL 3673.9
Add 1 % for Labour Cess on all except (A) i.e. on (3673.9 12.45
- 2428.5) = 1245.4
Cost of 10 cum 3686.35
Say 368.65
2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked
2.26.1 materials.
All kinds of soil
LABOUR
0128 Mate 714.00 day 0.1 71.4
0114 Beldar 645.00 day 1.1 709.5
TOTAL 780.9
TOTAL 788.71
TOTAL 899.52
TOTAL 1034.45
Cost of 10 cum. 1044.79
Say 104.5
2.26 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked
2.26.2 materials.or hard rock
Ordinary
LABOUR
0128 Mate 714.00 day 0.2 142.8
0114 Beldar 645.00 day 1.95 1257.75
TOTAL 1400.55
TOTAL 1414.56
TOTAL 1613.31
Add 15 % for contractor's profit and overheads 242
TOTAL 1855.31
Cost of 10 cum. 1873.86
Say 187.4
2.27 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and
Code dressing complete.
MATERIAL
6501 Sand zone V (Jamuna) 1300.00 cum 10 13000
2335 Carriage of Jamuna sand 163.93 cum 10 1639.3
LABOUR
0114 Beldar 645.00 day 0.89 574.05
0115 Coolie 645.00 day 1.07 690.15
0101 Bhisti 714.00 day 0.35 249.9
TOTAL 16153.4
TOTAL 16314.93
TOTAL 18607.18
TOTAL 21398.26
Cost of 10 cum. 21612.24
Say 2161.2
2.28 Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm
2.28.1 deep
All andofdisposal
kinds soil of rubbish, lead up to 50 m and lift up to 1.5 m.
Details of cost for 100 sqm.
LABOUR
0114 Beldar 645.00 day 1.97 1270.65
0115 Coolie 645.00 day 1.29 832.05
TOTAL 2102.7
TOTAL 2123.73
TOTAL 2422.11
TOTAL 2785.43
Cost of 100 sqm. 2813.28
Cost of 1 sqm. 28.13
Say 28.15
2.29 Ploughing the existing ground to a depth of 15 cm to 25 cm and watering the same.
2.29.1 All kinds of soil
LABOUR
0114 Beldar 645.00 day 2.75 1773.75
0101 Bhisti 714.00 day 0.5 357
TOTAL 2130.75
TOTAL 2152.06
TOTAL 2454.42
TOTAL 2822.58
Cost of 100 sqm. 2850.81
Say 28.5
2.30 Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then
2.30.1 returning
All kinds ofthe
soilsoil as required in layers not exceeding 20cm in depth, including consolidating each
Details of cost for 10 holes-
Earth work 10 x 0.30 (avg) = 3.0 cum
2.8.1 Rate as per item no. 2.8.1 of SH: Earth work 286.85 cum 3 860.55
Extra labour for filling and ramming
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 889.21
(889.21 - 860.55) = 28.66
TOTAL 889.5
on (889.5 - 860.55) = 28.95 x 0.1405
TOTAL 893.57
except (A) i.e. on (893.57 - 860.55) = 33.02
TOTAL 898.52
- 860.55) = 37.97
Cost of 10 holes 898.9
Cost of 1 hole 89.89
Say 89.9
2.30.2 returningrock
Ordinary the soil as required in layers not exceeding 20cm in depth, including consolidating each
2.9.1 Rate as per Item Number 2.9.1 of SH: Earth Work 523.50 cum 3 1570.5
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 1599.16
(1599.16 - 1570.5) = 28.6600000000001
TOTAL 1599.45
on (1599.45 - 1570.5) = 28.9500000000001 x 0.1405
TOTAL 1603.52
except (A) i.e. on (1603.52 - 1570.5) = 33.02
TOTAL 1608.47
(1608.47 - 1570.5) = 37.97
Say 160.9
2.30.3 returning
2.30.3 therock
Hard soil(requiring
as required in layers not exceeding 20cm in depth, including consolidating each
blasting)
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 2567.41
(2567.41 - 2538.75) = 28.6599999999999
TOTAL 2567.7
on (2567.7 - 2538.75) = 28.9499999999999 x 0.1405
TOTAL 2571.77
except (A) i.e. on (2571.77 - 2538.75) = 33.02
TOTAL 2576.72
(2576.72 - 2538.75) = 37.9699999999998
Say 257.7
2.30.4 returning
2.30.4 therock
Hard soil(blasting
as required in layers not exceeding 20cm in depth, including consolidating each
prohibited)
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 3804.46
(3804.46 - 3775.8) = 28.6599999999999
TOTAL 3804.75
on (3804.75 - 3775.8) = 28.9499999999999 x 0.1405
TOTAL 3808.82
except (A) i.e. on (3808.82 - 3775.8) = 33.02
TOTAL 3813.77
(3813.77 - 3775.8) = 37.9699999999998
Say 381.4
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth
Code up to 30 cm measured at a height of 1 m above ground level Rate
Description and removal of rubbish
Unit Qtyup to a distance
Total
LABOUR
0114 Beldar 645.00 day 1.08 696.6
0115 Coolie 645.00 day 0.6 387
TOTAL 1083.6
TOTAL 1094.44
TOTAL 1248.21
TOTAL 1435.44
Cost of 100 sqm. 1449.79
Cost of 1 sqm. 14.5
Say 14.5
2.32 Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area
Code cleared.
LABOUR
0114 Beldar 645.00 day 0.6 387
0115 Coolie 645.00 day 0.25 161.25
9999 Sundries 2.12 L.S. 1.82 3.86
TOTAL 552.11
TOTAL 557.63
TOTAL 635.98
TOTAL 731.38
Cost of 1 sqm 7.39
Say 7.4
2.33 Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks
2.33.1 and branches,
Beyond removing
30 cm girth uptothe
androots and stacking
including of serviceable material and disposal of unserviceable
60 cm girth
Details of cost for one tree of 15cm dia and average
height 3m
LABOUR
quantity of wood-
3.14/4x0.15x0.15x3 = 0.053 cum.
Add 20% for branches = 0.011 cum.
Total = 0.064 cum.
Labour for cutting in trees removing the roots from the
soil and then filling in Pit and depresions.
0114 Beldar 645.00 day 0.33 212.85
0115 Coolie 645.00 day 0.17 109.65
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 328.29
TOTAL 331.57
TOTAL 378.16
TOTAL 434.88
Cost of one tree 439.23
Say 439.25
Beyond removing
60 cm girth uptothe
androots and stacking
including of serviceable material and disposal of unserviceable
120 cm girth
Details of cost for a tree of average girth 90cm, average
dia. 0.3m and length 5m
LABOUR
quantity of wood- (22x0.30x0.30x5)/7x4 = 0.35 cum +
20%
branches = 0.07 cum. Total = 0.42 cum
Labour for cutting trees, removing roots from the soil
and filling in pit & depressions:
0114 Beldar 645.00 day 1.5 967.5
0115 Coolie 645.00 day 0.75 483.75
9999 Sundries 2.12 L.S. 5.46 11.58
TOTAL 1462.83
TOTAL 1477.46
TOTAL 1685.04
TOTAL 1937.8
Say 1957.2
Beyond 120 cmremoving
girth uptothe roots
and and stacking
including 240 cmof serviceable material and disposal of unserviceable
girth
dia. 0.6m and length 7m
LABOUR
quantity of wood- (22x06x0.60x7)/7x4 = 1.98 cum.+ 20%
branches = 0.40 cum. Total = 2.38 cum.

0114 Beldar 645.00 day 7 4515
0115 Coolie 645.00 day 3.5 2257.5
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 6789.59
TOTAL 6857.49
TOTAL 7820.97
TOTAL 8994.12
Say 9084.05
Above 240 cm removing
girth the roots and stacking of serviceable material and disposal of unserviceable
dia. 1m and length 10m
LABOUR
quantity of wood- (22 x 1 x 1 x 10)/7x4 = 7.86 cum + 20%
Branches = 1.57 cum. Total = 9.43 cum.

0114 Beldar 645.00 day 14 9030
0115 Coolie 645.00 day 7 4515
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 13602.05
TOTAL 13738.07
TOTAL 15668.27
TOTAL 18018.51
Say 18198.7
2.34 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
Details of cost of 100 litres
7022 Chlorpyriphos 20% E.C. / Lindane 20% E.C. 150.00 litre 100 15000
2342 Carriage of solvent/ Diesel. 16.39 quintal 1 16.39
TOTAL 15016.39
TOTAL 15166.55
TOTAL 17297.45
TOTAL 19892.07
Cost for 100 litres 20090.99
Cost for 1 litre 200.91
Say 200.9
2.35 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment
2.35.1 (excluding the cost
Along external wallof chemical
where emulsion)
the apron is not: provided using chemical emulsion @ 7.5 litres / sqm of the
2.35.1.1 With Chlorpyriphos/ Lindane E.C. 20% awith
vertical surface of the substructure to depth
1%of 300mm including excavation channel along the wall
concentration
Details of cost for 10 metres
MATERIAL
Chlorpyriphos 1% concentration = 10.0x 0.30x7.5 = 22.5
litres
Chlorpyriphos 20% required = 22.5/20 = 1.125 litres
Chlorpyriphos 20% E.C. / Lindane 20% E.C. 1.125 litres

(to be supplied free of cost)
LABOUR
0114 Beldar 645.00 day 0.33 212.85
(for excavating channel) rodding in chemical spraying
the emulssion and refilling the same
9999 Sundries, rent of sprayer etc. 2.12 L.S. 13.52 28.66
TOTAL 241.51
TOTAL 243.93
TOTAL 278.2
TOTAL 319.93
Cost for 10 metres 323.13
Cost for 1 metre 32.31
Say 32.3
2.35.2 (excluding the cost wall
Along the external of chemical emulsion)
below concrete or:masonry apron using chemical emulsion @ 2.25 litres per
2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with holes
linear metre including drilling and plugging etc.:
1% concentration
MATERIAL
Chlorpyriphos 1% concentration = 10x 2.25 = 22.5 litres
Chlorpyriphos 20% required = 22.50/20 = 1.125 litres
Chlorpyriphos 20% E.C. / Lindane 20% E.C. 1.125 litres (to
be supplied free of cost)

LABOUR
0114 Beldar 645.00 day 0.4 258
(for drilling holes and injecting chemical)
9999 Sundries and rent of a sprayer and mortar and making 2.12 L.S. 35.88 76.07
good the holes 35.88

TOTAL 334.07
TOTAL 337.41
TOTAL 384.82
TOTAL 442.54
Say 44.7
2.35.3 (excluding
Treatment the costunder
of soil of chemical
existingemulsion) : chemical emulsion @ one litre per hole, 300 mm apart
floors using
2.35.3.1 including drilling 12 mm diameter holes
With Chlorpyriphos/Lindane E.C. 20% with 1% and plugging with cement mortar 1 :2 (1 cement : 2 Coarse
concentration
Details of cost for 9 sqm. (3 metre x 3 metre)
No. of holes - 100 nos.
MATERIAL
Chlorpyriphos 1% required 100x1 litre = 100 litres
Chlorpyriphos 20% E.C. = 100/20 = 5.0 litres
Chlorpyriphos 20% E.C. / Lindane 20% E.C. 5 litres (to be
supplied free of cost)
LABOUR
0114 Beldar 645.00 day 2 1290
(For making holes & spraying)
0124 Mason (brick layer) 2nd class 714.00 day 0.5 357
9999 Sundries, rent of sprayer and mortar 2.12 L.S. 35.88 76.07
TOTAL 1723.07
TOTAL 1740.3
TOTAL 1984.81
TOTAL 2282.53
Cost for 9 square metre 2305.36
Cost per square metre 256.15
Say 256.15
2.35.4 (excluding
Treatment the cost of chemical
of existing emulsion)
masonry using :
chemical emulsion @ one litre per hole at 300 mm interval
2.35.4.1 including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse
With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
MATERIAL
No. of holes 10.0/0.30 = 33.33+1 = 34.33 holes. Say 34
holes
chlorpyriphos 1% concentration required = 34x1.0 =
34.00 litres
Chlorpyriphos 20% E.C. required 34.00/20 = 1.70 litres
Chlorpyriphos 20% E.C. / Lindane 20% E.C. 1.7 litres (to

be supplied free of cost)
LABOUR
0114 Beldar 645.00 day 0.3 193.5
0124 Mason (brick layer) 2nd class 714.00 day 0.05 35.7
9999 Sundries, rent of pump etc. 2.12 L.S. 17.94 38.03
TOTAL 267.23
TOTAL 269.9
TOTAL 307.82
TOTAL 353.99
Say 35.75
2.35.5 (excluding
Treatment the cost ofofchemical
at points emulsion)
contact of : by chemical emulsion Chlorpyriphos/ Lindane (in oil or
wood work
Code kerosene
Descriptionbased solution) @ 0.5 litres per hole by drilling 6 mm dia holesUnit
Rate at downward
Qty angle of 45
Total
MATERIAL
No. of holes 10.0/0.15 = 66.67+1 = 67.67 holes. Say 68
holes
Chlordane 1% concentration required = 68 x 0.5 = 34.00
litres
Chlordane 20% E.C. required 34.00/20=1.70 litres
Chlordane 20% E.C./ Lindane 20% E.C. 1.7 litres (to be
supplied free of cost)
Kerosene oil = 34-1.7 = 32.30 litres
0771 Kerosene oil 50.00 litre 32.3 1615
LABOUR
(For making holes and plugging the same)
0114 Beldar 645.00 day 0.2 129
for injecting chemical
9999 Sundries 2.12 L.S. 17.94 38.03
TOTAL 1924.83
TOTAL 1944.08
TOTAL 2217.22
TOTAL 2549.8
Say 257.55
2.36 Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge.
LABOUR
0128 Mate 714.00 day 0.08 57.12
0115 Beldar/ Coolie 645.00 day 0.8 516
TOTAL 573.12
TOTAL 578.85
TOTAL 660.18
TOTAL 759.21
Say 76.7
2.37 Supply and stacking of Fly ash conforming to IRC- 58 at site, including carriage, loading , unloading &
Code stacking up to any lead (measured stacks will be reduced by 20%
Description Rate for payment).
Unit Qty Total
Ref :- Based on DAR Item No : 1.1.1
Labour and carriage
1980 Flyash 11.00 cum 1 11
(Available free of cost at thermal power plant at
Baderpur power plant. Lead = 35 km)
2262 Carriage of Flyash 163.93 cum 1 163.93
(1st Lead 0 to 5km)
TOTAL 174.93
TOTAL 176.68
TOTAL 201.5
TOTAL 231.73
Say 234.05
2.38 Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each
Code layer should not exceed 15 cm), with intermediate layer of compacted
Description Rate earth
Unit (Soil density
Qty of 98%)
Totalafter
Ref :- Based on DAR Item No : 2.25
LABOUR
0128 Mate 714.00 day 0.2 142.8
0115 Coolie 645.00 day 2.5 1612.5
0101 Bhisti 714.00 day 0.2 142.8
TOTAL 1898.1
TOTAL 1917.08
TOTAL 2186.43
TOTAL 2514.39
Cost of 10 cum. 2539.53
Say 253.95
3.1 Cement mortar 1:1 (1 cement : 1 fine sand)

MATERIAL
(0.7175 cum. of cement = 1.02 tonne) Cement
required for cement mortar is 71.25%
0367 Portland Cement 5000.00 tonne 1.02 5100
2209 Carriage of Cement 145.72 tonne 1.02 148.63
0983 Fine Sand (Zone IV) 900.00 cum 0.7125 641.25
2261 Carriage of Fine sand (1 part badarpur sand : 2 parts 163.93 cum 0.7125 116.8
jamuna sand)
LABOUR
For measuring, carrying, depositing and mixing-
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Hire and running charges of mechanical mixer 2.12 L.S. 26.9 57.03
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 6626.1
Say 6626.1
3.2 Cement mortar 1:2 (1 cement : 2 fine sand).

MATERIAL
(0.475 cum. of cement = 0.68 tonne) Cement required
for cement mortar is 47.50%

0983 Fine sand (zone IV) 900.00 cum 0.95 855
jamuna sand)
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 5129.26
Say 5129.25
MATERIAL

jamuna sand)
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 4382.17
Say 4382.15

MATERIAL

jamuna sand)
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 3713.22
Say 3713.2

MATERIAL

jamuna sand)
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 3353.02
Say 3353

MATERIAL

jamuna sand)
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 3044.28
Say 3044.3
3.7 Cement mortar 1:2 (1 cement : 2 coarse sand).

MATERIAL

0982 Coarse sand (zone III) 1500.00 cum 0.95 1425
2203 Carriage of Coarse sand 163.93 cum 0.95 155.73
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 5699.26
Say 5699.25

MATERIAL

LABOUR
0114 Beldar 751.00 day 0.75 483.75
0101 Bhisti 832.00 day 0.07 49.98
9999 Sundries 2.50 L.S. 13.52 28.66
Cost of 1.00 cum 5024.17
Say 5024.15

MATERIAL

LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 4355.22
Say 4355.2

MATERIAL

LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 3995.02
Say 3995

MATERIAL

LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 3686.28
Say 3686.3
3.12 Cement mortar 1:2 (1 cement : 2 stone dust).

MATERIAL

1159 Stone dust 1100.00 cum 0.95 1045
2267 Carriage of Stone dust 163.93 cum 0.95 155.73
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 5319.26
Say 5319.25
3.13 Cement mortar 1:2 (1 cement : 2 marble dust).

MATERIAL
(0.475 cum of cement = 0.68 tonne) Cement required

0784 Marble dust/ powder 1130.00 cum 0.95 1073.5
2268 Carriage of Marble dust and marble chips 163.93 cum 0.95 155.73
LABOUR
For measuring, carrying, depositing and mixing
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 5347.76
Say 5347.75
3.14 Cement mortar 1:5 (1 cement : 5 marble dust).

MATERIAL

LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 3599.12
Say 3599.1
3.15 White cement mortar 1:2 (1 white cement : 2 marble dust).

MATERIAL
(0.475 cum. of white cement = 0.68 tonne) Cement
0368 White Cement 11200.00 tonne 0.68 7616
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 9563.76
Say 9563.75

MATERIAL
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 7790.27
Say 7790.25

MATERIAL
LABOUR
0114 Beldar 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.07 49.98
9999 Sundries 2.12 L.S. 13.52 28.66
Cost of 1.00 cum 5521.12
Say 5521.1
3.18 Mud mortar
Detail of cost for one cum
MATERIAL
0811 Mud (dry) 165.00 cum 1.08 178.2
LABOUR
0114 Beldar 645.00 day 0.63 406.35
0101 Bhisti 714.00 day 0.315 224.91
9999 Sundries 2.12 L.S. 6.45 13.67
Cost of one cum 823.13
Say 823.15
3.19 Mortar in lime, surkhi (50% red and 50% light yellow) and marble dust 1:1.5:0.5
MATERIAL
(0.475 cum of lime putty) = 3.01 q of unslaked lime
1182 Surkhi 700.00 cum 0.7125 498.75
0773 Unslaked lime 300.00 quintal 3.01 903
2268 Marble dust and/or marble chips 163.93 cum 0.24 39.34
2208 Carriage of Lime 163.93 cum 3.01 493.43
LABOUR
For slaking lime, making lime putty, grinding and
carrying
0114 Beldar 645.00 day 0.9 580.5
0101 Bhisti 714.00 day 0.45 321.3
9999 As cost for running and upkeep of mortar mill 2.12 L.S. 10.35 21.94
9999 Sundries 2.12 L.S. 5.2 11.02
Cost of 1.00 cum 3140.48
Say 3140.5
4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centering
4.1.2 and shuttering
1:1½:3 - All1½
(1 Cement: work up to
coarse plinth
sand level : derived from natural sources : 3 graded stone aggregate
(zone-III)
Code 20 mm nominal
Description size derived from natural sources) Rate Unit Qty Total
MATERIAL
0295 Stone Aggregate (Single size) : 20 mm nominal size 1400.00 cum 0.57 798
2202 Carriage of Stone aggregate below 40 mm nominal size 163.93 cum 0.85 139.34
0982 Coarse sand (zone III) 1500.00 cum 0.425 637.5

0367 Portland Cement (0.2833 cum) 5000.00 tonne 0.4 2000
LABOUR
0155 Mason (average) 749.00 day 0.1 74.9
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
0002 Hire charges of Concrete Mixer 0.25 to 0.40 cum with 800.00 day 0.07 56
hooper
0012 Vibrator(Needle type 40mm) 350.00 day 0.07 24.5
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 5817.67
TOTAL 5875.85
TOTAL 6701.41
TOTAL 7706.62
Say 7783.7
4.1.2A and shuttering
1:1.5:3 - All1.5
(1 Cement: work up tosand
coarse plinth level : including manufactured sand derived from Recycled
(zone-III)
Code Concrete
DescriptionAggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal
Rate Unit size Recycled Concrete
Qty Total
MATERIAL
0295 Stone Aggregate (Single size) : 20 mm nominal size 1400.00 cum 0.428 599.2
derived from natural sources
0279 Recycled Concrete Aggregate (RCA) 20 mm nominal size 957.00 cum 0.142 135.89
2202 Carriage of Stone aggregate including Recycled Concrete 163.93 cum 0.85 139.34
Aggregate (RCA) below 40 mm nominal size
0982 Coarse sand (zone III) derived from natural sources 1500.00 cum 0.319 478.5
0278 Manufactured sand derived from Recycled Concrete 741.00 cum 0.106 78.55
Aggregate (RCA)
2203 Carriage of Coarse sand including manufactured sand 163.93 cum 0.425 69.67

LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 5646.8
TOTAL 5703.27
TOTAL 6504.58
TOTAL 7480.27
Say 7555.05
4.1.3 and
1:2:4shuttering
(1 cement- :All work up
2 coarse to plinth
sand level
(zone-III) :
derived from natural sources : 4 graded stone aggregate 20
Code mm nominal
MATERIAL

LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 5504.85
TOTAL 5559.9
TOTAL 6341.07
TOTAL 7292.23
Say 7365.15
4.1.3A and
1:2:4shuttering
(1 cement- :All work up
2 coarse to plinth
sand levelincluding
(zone-III) : manufactured sand derived from Recycled
Code Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate
Description 20 mm nominal
Qty Total
MATERIAL
0982 Coarse sand (zone III) derived from natural sources 1500.00 cum 0.334 501
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 5325.01
TOTAL 5378.26
TOTAL 6133.91
TOTAL 7054
Say 7124.55
4.1.4 and
1:2:4shuttering
(1 Cement- All work up
: 2 coarse to plinth
sand levelderived
(zone-III) : from natural sources : 4 graded stone aggregate 40
Code mm nominal
MATERIAL
0293 Stone Aggregate (Single size) : 40 mm nominal size, 0.56 1300.00 cum 0.52 676
- (7.5% for voids i.e.) 0.04 = 0.52 cum
2206 Carriage of Stone aggregate 40 mm nominal size and 178.19 cum 0.52 92.66
above

LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 5401.55
TOTAL 5455.57
TOTAL 6222.08
TOTAL 7155.39
Say 7226.95
4.1.5 and
1:3:6shuttering
sand levelderived
Code mm nominal
MATERIAL

0367 Portland Cement(0.15674 cum) 5000.00 tonne 0.22 1100
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 5107.41
TOTAL 5158.48
TOTAL 5883.25
TOTAL 6765.74
Say 6833.4
1:3:6 (1 Cement- All work up to plinth
: 3 manufactured level
sand :
derived from Recycled Concrete Aggregate (RCA) : 6 graded
Code stone aggregate
Description 20 mm nominal size Recycled Concrete Aggregate
Rate (RCA)Unit
) Qty Total
MATERIAL
2202 Carriage of Recycled Concrete Aggregate (RCA) below 163.93 cum 0.94 154.09
40 mm nominal size
Aggregate (RCA)
2203 Carriage of manufactured sand 163.93 cum 0.47 77.05
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 4346.26
TOTAL 4389.72
TOTAL 5006.48
TOTAL 5757.45
Say 5815
4.1.5B and
1:3:6shuttering
(1 cement- :All work up to plinth
3 manufactured sandlevel :
derived from Recycled concrete Aggregate (RCA) : 6 graded
Description 20 mm nominal size Recycled Aggregate (RA)Rate
) Unit Qty Total
MATERIAL
0283 Recycled Aggregate (RA) 20 mm nominal size 398.00 cum 0.7 278.6
2202 Carriage of Recycled Aggregate below 40 mm nominal 163.93 cum 0.94 154.09
size
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 3828.48
TOTAL 3866.76
TOTAL 4410.04
TOTAL 5071.55
Say 5122.25
4.1.6 and
1:3:6shuttering
sand levelderived
Code mm nominal
MATERIAL
0293 Stone Aggregate (Single size) : 40 mm nominal size (0.70 1300.00 cum 0.65 845
cum - 7.5% for voids i.e. 0.05 =0.65 cum)
above

LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 4985.48
TOTAL 5035.33
TOTAL 5742.79
TOTAL 6604.21
Say 6670.25
4.1.6A and
1:3:6shuttering
(1 Cement- All work up to plinth
: 3 manufactured level
sand :
) Unit Qty Total
MATERIAL
2206 Carriage of Recycled Aggregate 40 mm nominal size and 178.19 cum 0.65 115.82
above
size
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 3781.82
TOTAL 3819.64
TOTAL 4356.3
TOTAL 5009.75
Say 5059.85
1:4:8 (1 Cement- All work up
sand levelderived
Code mm nominal
MATERIAL
(0.70 cum - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 4728.19
TOTAL 4775.47
TOTAL 5446.42
TOTAL 6263.38
Say 6326
1:4:8 (1 cement- :All work up to plinth
4 manufactured sandlevel :
Description 40 mm nominal size Recycled Aggregate (RA)Rate Unit Qty Total
MATERIAL
above
size
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 3524.53
TOTAL 3559.78
TOTAL 4059.93
TOTAL 4668.92
Say 4715.6
1:5:10 (1 cement - All
: 5work upsand
coarse to plinth levelderived
Code mm nominal
MATERIAL
cum - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 4522.36
TOTAL 4567.58
TOTAL 5209.33
TOTAL 5990.73
Say 6050.65
: 5work up to plinth
manufactured level
sand :
) Unit Qty Total
MATERIAL
above
size
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 3318.7
TOTAL 3351.89
TOTAL 3822.83
TOTAL 4396.25
Say 4440.2
: 5work up toderived
fine sand plinth level
from:natural sources : 10 graded stone aggregate 40 mm
Code nominal size
Description derived from natural sources) Rate Unit Qty Total
MATERIAL
cum - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

jamuna sand)
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 8.97 19.02
TOTAL 4230.72
TOTAL 4273.03
TOTAL 4873.39
TOTAL 5604.4
Say 5660.45
1:2:3½:9 - All work
(1 ordinary up tocement
portland plinth level
: 2 Fly: ash : 3½ coarse sand (zone-III) derived from natural
Code sources :
Description9 graded stone aggregate 40 mm nominal size derived Ratefrom natural
Unit sources)
Qty Total
MATERIAL
cum-7.5% for voids i.e. 0.05 = 0.65 cum)
2206 Carriage of Stone aggregate 40 mm nominal 178.19 cum 0.65 115.82

1980 Flyash 11.00 cum 0.21 2.31
2262 Carriage of Flyash 163.93 cum 0.21 34.43
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 4600.19
Add 1 % for water charges 46
TOTAL 4646.19
TOTAL 5298.98
TOTAL 6093.83
Cost of one cum. 6154.77
Say 6154.75
1:2:3½:9 - All work
(1 ordinary up tocement
portland plinth level
: 2 Fly: ash : 3½ manufactured sand derived from Recycled
Code Concrete Aggregate
Description (RCA) : 9 graded stone aggregate 40 mmRate
nominal size RecycledQty
Unit AggregateTotal
(RA) )
MATERIAL
above
size
Aggregate (RCA)
1980 Flyash 11.00 cum 0.21 2.31
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 3472.43
TOTAL 3507.15
TOTAL 3999.9
TOTAL 4599.89
Add 1 % for Labour Cess 46
Say 4645.9
1:2½:4:11 - All work
(1 ordinary up to plinth
portland cementlevel
: 2½: fly ash : 4 coarse sand (zone-III) derived from natural
Code sources : 11
Description graded stone aggregate 40 mm nominal size derived Rate from natural
Unit sources)
Qty Total
MATERIAL
cum-7.5% for voids i.e. 0.05 = 0.65 cum)
above

1980 Flyash 11.00 cum 0.21 2.31
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 4344.45
TOTAL 4387.89
TOTAL 5004.39
TOTAL 5755.05
Cost of one cum. 5812.6
Say 5812.6
1:2½:4:11 - All work
(1 ordinary up to plinth
portland cementlevel
: 2½: fly ash : 4 manufactured sand derived from Recycled
Description (RCA) :11 graded stone aggregate 40 mmRatenominal size Recycled
Unit AggregateTotal
Qty (RA) )
MATERIAL
above
size
Aggregate (RCA)
1980 Flyash 11.00 cum 0.21 2.31
LABOUR
0114 Beldar 645.00 day 1.63 1051.35
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 3239.46
TOTAL 3271.85
TOTAL 3731.54
TOTAL 4291.27
Say 4334.2
4.2 Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including
4.2.2 attached
1:1½:3 (1 pilasters,
cement : columns,
1½ coarsepiers,
sand abutments, pillars,from
(zone-III) derived posts, struts,sources
natural buttresses, stringstone
: 3 graded or lacing courses,
aggregate
Code 20 mm nominal
Description size derived from natural sources). Rate Unit Qty Total
MATERIAL

LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
0123 Mason (brick layer) 1st class 784.00 day 0.06 47.04
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 14.3 30.32
(Extra labour for lifting material upto floor V level = 0.75
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7320.03
TOTAL 7393.23
TOTAL 8431.98
TOTAL 9696.78
Say 9793.75
4.2.2A attached
1:1½:3 (1 pilasters,
cement : columns,
1½ coarsepiers,
sand abutments, pillars, posts,
(zone-III) including struts, buttresses,
manufactured string
sand derived or lacing
from courses,
Recycled
Code Concrete
DescriptionAggregate (RCA) upto 25% : 3 graded stone aggregate 20
Rate mm nominal
Unit size Recycled
Qty Concrete
Total
MATERIAL
0295 Stone Aggregate (Single size) 20 mm nominal size 1400.00 cum 0.428 599.2
0281 Recycled Concrete Aggregate (RCA): 10 mm nominal size 957.00 cum 0.07 66.99
Aggregate (RCA)

LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 14.3 30.32
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7149.16
TOTAL 7220.65
TOTAL 8235.15
TOTAL 9470.42
Say 9565.1
4.2.3 attached
1:2:4 pilasters,
(1 Cement : 2 columns, piers,
coarse sand abutments,
(zone-III) pillars,
derived fromposts, struts,
natural buttresses,
sources string
: 4 graded or aggregate
stone lacing courses,
20
Code mm nominal
MATERIAL

LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 14.3 30.32
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7007.21
TOTAL 7077.28
TOTAL 8071.64
TOTAL 9282.39
Say 9375.2
4.2.3A attached pilasters,
1:2:4 (1 Cement : 2 columns, piers,
(zone-III) pillars,
including posts, struts,sand
manufactured buttresses,
derivedstring or lacing courses,
from Recycled
Code Concrete
DescriptionAggregate (RCA) upto 25% : 4 graded stone aggregate 20
Rate mm nominal
Unit size Recycled
Qty Concrete
Total
MATERIAL
Aggregate (RCA)

LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 14.3 30.32
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 6824.09
TOTAL 6892.33
TOTAL 7860.7
TOTAL 9039.81
Say 9130.2
4.2.5 attached
1:3:6 pilasters,
(1 cement : 3 columns, piers,
(zone-III) pillars,
derived fromposts, struts,
natural buttresses,
sources string
: 6 graded stoneoraggregate
lacing courses,
20
Code mm nominal
MATERIAL

LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding (17.60x2.5 avg.) 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 13.52 28.66
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 6609.77
TOTAL 6675.87
TOTAL 7613.83
TOTAL 8755.9
Say 8843.45
4.2.5A attached pilasters,
1:3:6 (1 cement : 3 columns, piers,sand
manufactured abutments,
derivedpillars, posts, struts,
from Recycled buttresses,
Concrete string
Aggregate or lacing
(RCA) courses,
: 6 graded
Description 20 mm nominal size Recycled Concrete Aggregate
Rate (RCA))
Unit Qty Total
MATERIAL
2202 Carriage of Recycled Concrete Aggregate (RCA) below 163.93 cum 0.94 154.09
40 mm nominal size
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 13.52 28.66
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 5848.62
TOTAL 5907.11
TOTAL 6737.06
TOTAL 7747.62
Say 7825.1
4.2.5B attached pilasters,
1:3:6 (1 cement : 3 columns, piers,sand
manufactured abutments,
derivedpillars, posts, struts,
Concrete string
Aggregate or lacing
(RCA) courses,
: 6 graded
Description 20 mm nominal size Recycled Aggregate (RA))
Rate Unit Qty Total
MATERIAL
size
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 13.52 28.66
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 5330.84
TOTAL 5384.15
TOTAL 6140.62
TOTAL 7061.71
Say 7132.35
4.2.8 attached
1:5:10 (1 pilasters,
cement : 5columns, piers,
(zone-III) pillars,
derived from posts, struts,
natural buttresses,
sources stringstone
: 10 graded or lacing courses,
aggregate 40
Code mm nominal size derived from natural sources).
MATERIAL
above

LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 14.3 30.32
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 6014.9
TOTAL 6075.05
TOTAL 6928.59
TOTAL 7967.88
Say 8047.55
4.2.8A attached
1:5:10 (1 pilasters,
cement : 5columns, piers, abutments,
manufactured pillars,
sand derived posts, struts,
Concrete string(RCA)
Aggregate or lacing courses,
: 10 graded
Description 40 mm nominal size Recycled Aggregate (RA))
Rate Unit Qty Total
MATERIAL
above
size
Aggregate (RCA)
LABOUR
0114 Beldar 645.00 day 0.9 580.5
0115 Coolie 645.00 day 0.78 503.1
0101 Bhisti 714.00 day 0.7 499.8
hooper
9999 Scaffolding 2.12 L.S. 114.4 242.53
9999 Sundries 2.12 L.S. 14.3 30.32
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 4811.24
TOTAL 4859.35
TOTAL 5542.09
TOTAL 6373.4
Say 6437.15
4.3 Centering and shuttering including strutting, propping etc. and removal of form work for :
4.3.1 Foundations, footings, bases for columns
Details of cost for footing size 2.7mx2.7mx1.00m
Contact area = 10.8 sqm.
MATERIAL
Assuming shuttering material will become unserviceable
after use
of 40 times, Adding for maintenance @ 10% of cost,
Taking
salvage value after full use of material @ 25% of cost
7319 Wall form panel 1250x500 mm 860.00 each 0.34 292.4

Qty taken for cost of using = 0.34
7326 Corner angle 45x45x5 mm 1.50 m long 240.00 each 0.085 20.4
7327 100 mm channel shoulder 2.5 m long 910.00 each 0.17 154.7
Qty taken for cost of using 0.17
7328 Double clip ( bridge clip) 76.00 each 0.34 25.84
7329 Single clip 59.00 each 0.17 10.03
7330 M.S. tube 40 mm dia 215.00 metre 0.2295 49.34
9999 Assembly nuts & bolts 2.12 L.S. 22.1 46.85

9977 Carriage 2.12 L.S. 78 165.36
LABOUR
0116 Fitter (grade 1) 784.00 day 0.75 588
0114 Beldar 645.00 day 1.5 967.5
9999 Shuttering oil 2.12 L.S. 52 110.24
9999 Sundries 2.12 L.S. 26 55.12
TOTAL 2485.78
TOTAL 2510.64
TOTAL 2863.38
TOTAL 3292.89
Cost for 10.8 sqm. 3325.82
Say 307.95
4.3.2 Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and
Code string courses fillets, kerbs and steps etc.
Details for 7.9m long and 1.00m high wall
Area of contact 2x7.9x1.0 = 15.8 sqm.
MATERIAL
after use
of 40 times
Adding for maintenance @ 10% of cost
Taking salvage value after full use of material @ 25% of
cost
7329 Single clip 59.00 each 0.255 15.05

9999 Nut & Bolts 2.12 L.S. 27.62 58.55
9977 Carriage 2.12 L.S. 78 165.36
LABOUR
0116 Fitter (grade 1) 784.00 day 3.5 2744
0114 Beldar 645.00 day 6 3870
9999 Sundries 2.12 L.S. 52 110.24
TOTAL 7906.82
TOTAL 7985.89
TOTAL 9107.91
TOTAL 10474.1
Cost for 15.8 sqm. 10578.84
Say 669.55
4.3.3 Columns, piers, abutments, pillars, posts and struts
Detail of cost for 4.5sqm
Size of column 450x450mm and 2.5m high
Area of contact = 4x0.45x2.5 = 4.5 sqm.
MATERIAL
Assuming shuttering will become unserviceable after use
of 40
times
Add maintenance charges @ 10% of cost of material
Less salvage value of material after full use @ 25% of

cost of
material
7333 Column clamp 450x1070 mm 965.00 each 0.1063 102.58
7334 Prop 2 m ( 2-3.5m) 635.00 each 0.085 53.98

9999 Assembly nut & bolt 2.12 L.S. 27.62 58.55
9977 CARRIAGE 2.12 L.S. 52 110.24
LABOUR
0116 Fitter (grade 1) 784.00 day 1 784
0114 Beldar 645.00 day 2 1290
9977 Carriage 2.12 L.S. 26 55.12
TOTAL 2705.03
TOTAL 2732.08
TOTAL 3115.94
TOTAL 3583.33
Cost for 4.5 sqm. 3619.16
Say 804.25
4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the
4.4.1 cost of (1
1:1½:3 centering,
Cement:shuttering
1½ coarseand finishing. derived from natural sources : 3 graded stone aggregate 20
sand(zone-III)
Code mm nominal size derived from natural sources)
Details of cost for kerb :
100m long 20cm deep and 30cm wide, 100m x 0.30m x
0.20m =
6.00 cum.
Cement concrete 1:1½:3
4.1.2 Rate as per Item No.4.1.2 of SH:CONCRETE WORK 7783.70 cum 6 46702.2
Cost for 6 cum. 46702.2
Cost per cum. 7783.7
Say 7783.7
4.4 Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the
4.4.1A cost of centering,
1:1.5:3 (1 cement:shuttering
1.5 coarseand
sandfinishing.
(zone-III) including manufactured sand derived from Recycled
Code Concrete
DescriptionAggregate (RCA) upto 25% : 3 graded stone aggregate 20 mm nominal
Qty Total
Details of cost for kerb :
100m long 20cm deep and 30cm wide, 100m x 0.30m x
0.20m =
6.00 cum.
Cement concrete 1:1.5:3
4.1.2A Rate as per Item No.4.1.2A of SH:CONCRETE WORK 7555.05 cum 6 45330.3
Say 7555.05
4.5 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings,
4.5.1 bed plates,
1:1.5:3 anchor: blocks,
(1 cement plain
1.5 coarse window sills,derived
sand(zone-III) shelves, louvers,
from steps,
natural stair :cases,
sources etc.,stone
3 graded including
aggregate
Code 20mm nominal
Details of cost for Plain window sill 15 nos.
15x1m x 0.20m x 0.15m = 0.45cum.
MATERIAL
4.1.2 Rate as per Item Number 4.1.2 of SH: Concrete work 7783.70 cum 0.45 3502.67
0115 Coolie 645.00 day 0.51 328.95
(Extra labour for lifting = 0.45 x 0.45 x 2.5 = 0.51)
Centering and shuttering
(1) Mould
(i) Plate 3mm thick
(2x1x0.15)+(2x0.15x0.20) = 0.36 sqm. @ 23.55kg/m² =
8.48 kg.
(ii) Flat 10x5mm
4x1.0 = 4.0m
8x0.2 = 1.6m
4x0.15 = 0.60m
Handle 2x0.25 = 0.5m
6.70m @ 0.4kg/m = 2.68 kg.
Total = 11.16kg. or 0.112 qtl.
of 40
times and taking 75% credit.
Qty taken for cost of using =
0.0021 qtl =
0.21 kg
10.1 Rate as per item no.10.1 S.H. steel work 93.05 kg 0.21 19.54
(2) Moulding Platform
Assuming platform will become
unserviceable after use of 40 times.
(i) Brick on edge flooring cement mortar 1:6
1x2.0x2.0m = 4 sqm.
Qty taken for cost of using = 0.1 sqm
11.1.2 Rate as per item no. 11.1.2 of S.H.: Flooring work 898.20 sqm 0.1 89.82
(ii) 25mm thick cement concrete 1:2:4 in pavement
2.00x2.00x0.025 = 0.10cum
Qty taken for cost of using = 0.0025 cum
11.7 Rate as per item no. 11.7 of S.H.: Flooring work 7958.65 cum 0.0025 19.9
9999 Mortar and labour for hoisting and finishing 2.12 L.S. 36.3 76.96
TOTAL 4037.84
(4037.84 - 3631.93) = 405.91
TOTAL 4041.9
on (4041.9 - 3631.93) = 409.97 x 0.1405
TOTAL 4099.5
except (A) i.e. on (4099.5 - 3631.93) = 467.57
TOTAL 4169.64
(4169.64 - 3631.93) = 537.71
Cost for 0.45 cum. 4175.02
Say 9277.8
4.5 Providing and fixing up to floor five level precast cement concrete string or lacing courses, copings,
4.5.1A bed plates,
1:1.5:3 anchor: blocks,
(1 cement plain
1.5 coarse window
sand sills,including
(zone-III) shelves, louvers, steps, sand
manufactured stair cases,
derivedetc.,
fromincluding
Recycled
Code Concrete
DescriptionAggregate (RCA) upto 25% : 3 graded stone aggregate
Rate20mm nominal
Unit size Recycled
Qty Concrete
Total
Details of cost for Plain window sill 15 nos.
15x1m x 0.20m x 0.15m = 0.45cum.
MATERIAL
4.1.2A Rate as per Item Number 4.1.2A of SH: Concrete work 7555.05 cum 0.45 3399.77
0115 Coolie 645.00 day 0.51 328.95

(Extra labour for lifting = 0.45 x 0.45 x 2.5 = 0.51)
(1) Mould
(i) Plate 3mm thick
(2x1x0.15)+(2x0.15x0.20) = 0.36 sqm. @ 23.55kg/m² =
8.48 kg.
(ii) Flat 10x5mm
4x1.0 = 4.0m
8x0.2 = 1.6m
4x0.15 = 0.60m
Handle 2x0.25 = 0.5m
6.70m @ 0.4kg/m = 2.68 kg.
Total = 11.16kg. or 0.112 qtl.
of 40
0.0021 qtl =
0.21 kg
Assuming platform will become
unserviceable after use of 40 times.
1x2.0x2.0m = 4 sqm.
11.1.2 Rate as per item no. 11.1.2 of S.H.: Flooring work 898.20 sqm 0.1 89.82
2.00x2.00x0.025 = 0.10cum
11.7 Rate as per item no. Sub AR-1 (Reference item no 11.7) 7958.65 cum 0.0025 19.9
9999 Mortar and labour for hoisting and finishing 2.12 L.S. 36.3 76.96
TOTAL 3934.94
(3934.94 - 3529.03) = 405.91
TOTAL 3939
on (3939 - 3529.03) = 409.97 x 0.1405
TOTAL 3996.6
except (A) i.e. on (3996.6 - 3529.03) = 467.57
TOTAL 4066.74
(4066.74 - 3529.03) = 537.71
Cost for 0.45 cum. 4072.12
Say 9049.15
4.6 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per
4.6.1 approved
1:1½:3 pattern and
(1 Cement: setting sand(zone-III)
1½ coarse in position with cement
derived mortar
from 1:3 sources:
natural (1 Cement : 3 coarse
3 graded sand),
stone including
aggregate 20
Code mm nominal
Details of cost for 25 no kerbs, 40x30x20cm
25 no x 0.40m x 0.30m x 0.20m = 0.6 cum
MATERIAL
4.1.2 Rate as per Item No.4.1.2 of SH:CONCRETE WORK 7783.70 cum 0.6 4670.22
(1) Mould
(i) Plate 3mm thick
0.28 sqm. @ 23.55kg/m² = 6.59 kg.
(ii) Flat 10x5mm
Handle
2x0.25 x0.4 = 6.79kg. or 0.068 qtl.
of 40
0.001275 qtl =
0.1275 kg
10.1 Rate as per item no 10.1 SH: Steel work 93.05 kg 0.1275 11.86
Assuming platform will become unserviceable after use
of 40
times.
1x2.0x2.0m = 4 sqm.
11.1.2 Rate as per item no. 11.1.2 S.H: Flooring work. 898.20 sqm 0.1 89.82
2.00x2.00x0.025 = 0.100
11.7 Rate as per Item Number 11.7 of SH: Flooring 7958.65 each 0.0025 19.9
9999 Mortar and labour for finishing 2.12 L.S. 30.54 64.74
TOTAL 4856.54
(4856.54 - 4791.8) = 64.7399999999998
TOTAL 4857.19
on (4857.19 - 4791.8) = 65.3899999999998 x 0.1405
TOTAL 4866.38
except (A) i.e. on (4866.38 - 4791.8) = 74.579999999999
TOTAL 4877.57
(4877.57 - 4791.8) = 85.7699999999986
Cost for 0.6 cum. 4878.43
Say 8130.7
4.6 Providing and fixing at or near ground level precast cement concrete in kerbs, edgings etc. as per
4.6.1A approved pattern and
1:1.5:3 (1 Cement: 1.5 setting in position
coarse sand withincluding
(zone-III) cement mortar 1:3 (1 Cement
manufactured : 3 coarse
sand derived fromsand), including
Recycled
Code Concrete
Description Aggregate (RCA) upto 25% : 3 graded stone aggregate 20
Rate mm nominal
Unit size Recycled
Qty Concrete
Total
Details of cost for 25 no kerbs, 40x30x20cm
25 no x 0.40m x 0.30m x 0.20m = 0.6 cum
MATERIAL
4.1.2A Rate as per Item No.4.1.2A of SH:CONCRETE WORK 7555.05 cum 0.6 4533.03
(1) Mould
(i) Plate 3mm thick
0.28 sqm. @ 23.55kg/m² = 6.59 kg.
(ii) Flat 10x5mm
Handle
2x0.25 x0.4 = 6.79kg. or 0.068 qtl.
of 40
0.001275 qtl =
0.1275 kg
10.1 Rate as per item no 10.1 SH: Steel work 93.05 kg 0.1275 11.86
of 40
times.
1x2.0x2.0m = 4 sqm.
11.1.2 Rate as per item no. 11.1.2 S.H: Flooring work. 898.20 sqm 0.1 89.82
2.00x2.00x0.025 = 0.100
9999 Mortar and labour for finishing 2.12 L.S. 30.54 64.74
TOTAL 4719.35
(4719.35 - 4654.61) = 64.7399999999998
TOTAL 4720
on (4720 - 4654.61) = 65.3899999999998 x 0.1405
TOTAL 4729.19
except (A) i.e. on (4729.19 - 4654.61) =
74.579999999999
TOTAL 4740.38
(4740.38 - 4654.61) = 85.7699999999986
Say 7902.05
4.7 Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and
4.7.1 setting
1:1½:3 (1 in position
Cement: with cement
1½ coarse mortar 1:3 (1
sand(zone-III) cement
derived : 3 coarse
from naturalsand), cost
sources : 3ofgraded
required centering,
stone aggregate 20
Code mm nominal
Details of cost for 25 no blocks, 40x20x30cm
25 no x 0.40m x 0.30m x 0.20m = 0.6 cum
MATERIAL
(1) Mould
(i) Plate 3mm thick
0.28 sqm. @ 23.55kg/m² = 6.59 kg.
(ii) Flat 10x5mm
Handle
2x0.25 x0.4 = 6.79kg. or 0.068 qtl.
of 40
0.001275 qtl =
0.1275 kg
10.1 Rate as per item no.10.1 S.H: steel work 93.05 kg 0.1275 11.86
of 40
times.
1x2.0x2.0m = 4 sqm.
11.1.2 Rate as per item no. 11.1.2 S.H.: Flooring work. 898.20 sqm 0.1 89.82
2.00x2.00x0.025 = 0.100
11.7 Rate as per Item Number 11.7 of SH:Flooring 7958.65 cum 0.0025 19.9
Mortar 1:3 for Fixing
0.202/100x25=0.051
3.8 Rate as per Item No 3.8 5024.15 cum 0.051 256.23
Extra for Labour for lifting (27/100x25=0.675 or 0.68)
0115 Coolie 645.00 day 0.68 438.6

Labour for hoisting and setting in position
0114 Beldar 645.00 day 3.6 2322
TOTAL 8279.03
(8279.03 - 4791.8) = 3487.23
TOTAL 8313.9
on (8313.9 - 4791.8) = 3522.1 x 0.1405
TOTAL 8808.76
except (A) i.e. on (8808.76 - 4791.8) = 4016.96
TOTAL 9411.3
- 4791.8) = 4619.5
Say 15762.5
4.7 Providing and fixing up to floor five level precast cement concrete solid block, including hoisting and
4.7.1A setting
1:1.5:3 in(1 position
Cement:with cement
1.5 coarse mortar
sand 1:3 (1including
(zone-III) cement :manufactured
3 coarse sand),sand
costderived
of required
fromcentering,
Recycled
Code Concrete
Description Aggregate (RCA) upto 25% : 3 graded stone aggregate 20
Rate mm nominal
Unit size (RecycledTotal
Qty
Details of cost for 25 no blocks, 40x20x30cm
25 no x 0.40m x 0.30m x 0.20m = 0.6 cum
MATERIAL
(1) Mould
(i) Plate 3mm thick
0.28 sqm. @ 23.55kg/m² = 6.59 kg.
(ii) Flat 10x5mm
Handle
2x0.25 x0.4 = 6.79kg. or 0.068 qtl.
of 40
0.001275 qtl =
0.1275 kg
10.1 Rate as per item no.10.1 S.H: steel work 93.05 kg 0.1275 11.86
of 40
times.
1x2.0x2.0m = 4 sqm.
11.1.2 Rate as per item no. 11.1.2 S.H.: Flooring work. 898.20 sqm 0.1 89.82
2.00x2.00x0.025 = 0.100
Mortar 1:3 for Fixing

0.202/100x25=0.051
3.8 Rate as per Item No 3.8 5024.15 cum 0.051 256.23
Extra for Labour for lifting (27/100x25=0.675 or 0.68)
0115 Coolie 645.00 day 0.68 438.6

0114 Beldar 645.00 day 3.6 2322
TOTAL 8141.84
(8141.84 - 4654.61) = 3487.23
TOTAL 8176.71
on (8176.71 - 4654.61) = 3522.1 x 0.1405
TOTAL 8671.57
except (A) i.e. on (8671.57 - 4654.61) = 4016.96
TOTAL 9274.11
(9274.11 - 4654.61) = 4619.5
Say 15533.85
4.8 Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and
4.8.1 setting (1
1:1½:3 in position
Cement: with cement
1½ coarse mortar
sand 1:3 (1derived
(zone-III) cementfrom
: 3 coarse sand),
natural cost: 3
sources ofgraded
required centering,
stone aggregate
Code 20 mm nominal
Description size derived from natural sources) . Rate Unit Qty Total
Details of cost for one block of overall size
1m x 0.50m and 0.10m thick having 6 vertical hollows,
40x20x30cm finished contents = 1mx0.5mx0.1m =

0.05cum
MATERIAL
Net qty = 0.05[6x0.5x{2x1/2(0.05+7)}x0.074] = 0.023cum
9999 Centering and shuttering including T&P charges, hire 2.12 L.S. 26.91 57.05
charges of steel mould, table vibrator, rammer, bolts
nuts & washers etc.
Cement mortar 1:2 for fixing
3.7 Rate as per Item No.3.7 of SH:MORTARS 5699.25 cum 0.002 11.4
LABOUR
Extra Labour for lifting material upto floor V level
0115 Coolie 645.00 day 0.056 36.12
0114 Beldar 645.00 day 0.3 193.5
TOTAL 516.3
(516.3 - 179.03) = 337.27
TOTAL 519.67
on (519.67 - 179.03) = 340.64 x 0.1405
TOTAL 567.53
except (A) i.e. on (567.53 - 179.03) = 388.5
TOTAL 625.81
- 179.03) = 446.78
Say 12605.6
4.8 Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and
4.8.1A setting
1:1.5:3 in
(1 position
Cement:with cement
1.5 coarse mortar
sand 1:3 (1ncluding
(zone-III) cement :manufactured
3 coarse sand), costderived
sand of required
fromcentering,
Recycled
Code Concrete
DescriptionAggregate Recycled Concrete Aggregate (RCA) upto 25%
Rate : 3 graded
Unit stone aggregate 20
Qty mm
Total
Details of cost for one block of overall size
1m x 0.50m and 0.10m thick having 6 vertical hollows,
40x20x30cm finished contents = 1mx0.5mx0.1m =

0.05cum
MATERIAL
Net qty = 0.05[6x0.5x{2x1/2(0.05+7)}x0.074] = 0.023cum
9999 Centering and shuttering including T&P charges, hire 2.12 L.S. 26.91 57.05
charges of steel mould, table vibrator, rammer, bolts
nuts & washers etc.
Cement mortar 1:2 for fixing
LABOUR
Extra Labour for lifting material upto floor V level
0115 Coolie 645.00 day 0.056 36.12
0114 Beldar 645.00 day 0.3 193.5
TOTAL 511.04
(511.04 - 173.77) = 337.27
TOTAL 514.41
on (514.41 - 173.77) = 340.64 x 0.1405
TOTAL 562.27
except (A) i.e. on (562.27 - 173.77) = 388.5
TOTAL 620.55
- 173.77) = 446.78
Say 12500.4
4.9 Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including
Code providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard
Description Rate and M.S.
UnitPipes 40
Qtymm dia and
Total
Details of Cost for one bollard
MATERIAL
Cement concrete 1:2:4
3.14/4x(0.125)x(0.125)x0.60 = 0.007 cum
5.1.3 Rate as per Item no. 5.1.3 SH : RCC 7945.65 cum 0.007 55.62
3.14x(0.125)x0.60 = 0.24 sqm
5.9.1 Rate as per Item no. 5.9.1 SH : RCC 307.95 sqm 0.24 73.91
M.S. pipes ( medium class)
50 mm dia sleeve =1x0.30x5.10 =1.53 kg
40 mm dia pipe =1x0.45x3.61 =1.62 kg
M.S. plate 3mm thick =(0.15x0.15)x23.55 =0.53 kg
Total =3.68 kg
10.1 Rate as per Item no.10.1SH : Steel work 93.05 kg 3.68 342.42
Excavation
0.25x0.25x0.45 = 0.03 cum
2.8.1 Rate as per Item no. 2.8.1 SH : Earth work 286.85 cum 0.03 8.61
4.1.5 Rate as per Item no. 4.1.5 SH : Cement concrete 6833.40 cum 0.03 205
6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm
5.23 Rate as per Item no. 5.23 SH : RCC 253.05 sqm 0.25 63.26
9988 Carriage and fixing charges 2.12 L.S. 13 27.56
TOTAL 776.38
(776.38 - 748.82) = 27.5599999999999
TOTAL 776.66
on (776.66 - 748.82) = 27.8399999999999 x 0.1405
TOTAL 780.57
except (A) i.e. on (780.57 - 748.82) = 31.7499999999999
TOTAL 785.33
- 748.82) = 36.5099999999999
Cost for one bollard 785.7
Say 785.7
4.9A Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including
UnitPipes 40
Qtymm dia and
Total
MATERIAL
3.14/4x(0.125)x(0.125)x0.60 = 0.007 cum
5.1.3A Rate as per Item no. 5.1.3 SH : RCC 7760.75 cum 0.007 54.33
3.14x(0.125)x0.60 = 0.24 sqm
40 mm dia pipe =1x0.45x3.61 =1.62 kg
Total =3.68 kg
Excavation
0.25x0.25x0.45 = 0.03 cum
4.1.5A Rate as per Item no. 4.1.5 A SH : Cement concrete 5815.00 cum 0.03 174.45
6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm
TOTAL 744.54
(744.54 - 716.98) = 27.5599999999999
TOTAL 744.82
on (744.82 - 716.98) = 27.8399999999999 x 0.1405
TOTAL 748.73
except (A) i.e. on (748.73 - 716.98) = 31.7499999999999
TOTAL 753.49
- 716.98) = 36.5099999999999
Say 753.85
4.9B Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including
UnitPipes 40 mm dia and
Qty Total
MATERIAL
3.14/4x(0.125)x(0.125)x0.60 = 0.007 cum
5.1.3A Rate as per Item no. 5.1.3 SH : RCC 7760.75 cum 0.007 54.33
3.14x(0.125)x0.60 = 0.24 sqm
40 mm dia pipe =1x0.45x3.61 =1.62 kg
Total =3.68 kg
Excavation
0.25x0.25x0.45 = 0.03 cum
4.1.5B Rate as per Item no. 4.1.5 B SH : Cement concrete 5122.25 cum 0.03 153.67
6 mm rendering (1:3) (0.24+0.01) = 0.25 sqm
TOTAL 723.76
(723.76 - 696.2) = 27.5599999999999
TOTAL 724.04
on (724.04 - 696.2) = 27.8399999999999 x 0.1405
TOTAL 727.95
except (A) i.e. on (727.95 - 696.2) = 31.7499999999999
TOTAL 732.71
- 696.2) = 36.5099999999999
Say 733.1
4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse
Code sand (zone-III) derived from natural sources : 4 graded stoneRate
Description aggregate 12.5mm
Unit nominal
Qty size derived
Total
Details of cost for 10 sqm
MATERIAL
Cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-
III) : 4
graded stone aggregate 12.5 mm nominal size)
10x0.040 = 0.40 cum
4.1.3 Rate as per item no 4.1.3 of SH: Concrete work 7365.15 cum 0.4 2946.06
Add deduct for difference of cost between 20mm size
and
12.5mm size
0295 Stone Aggregate (Single size) : 20 mm nominal size 1400.00 cum -0.67 -938
0296 Stone Aggregate (Single size) : 12.5 mm nominal size 1350.00 cum 0.67 904.5
Add for delay

9999 Sundries (Form work etc.) 2.12 L.S. 1.95 4.13
TOTAL 3515.89
(3515.89 - 2946.06) = 569.83
TOTAL 3521.59
on (3521.59 - 2946.06) = 575.53 x 0.1405
TOTAL 3602.45
except (A) i.e. on (3602.45 - 2946.06) = 656.39
TOTAL 3700.91
(3700.91 - 2946.06) = 754.85
Cost for 10 sqm 3708.46
Say 370.85
4.10A Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse
Code sand (zone-III) including manufactured sand derived from Recycled
Description Rate Concrete
Unit Aggregate
Qty (RCA) Total
upto
MATERIAL
III)
Recycled concrete aggregate (RCA) upto 25% : 4 graded
stone
aggregate 12.5mm nominal size (Recycled concrete
aggregate
(RCA) upto 25%))
10x0.040 = 0.40 cum

4.1.3A Rate as per item no 4.1.3A of SH: Concrete work 7124.55 cum 0.4 2849.82
Add deduct for difference of cost between 20mm size
and
12.5mm size
0295 Stone Aggregate (Single size) : 20 mm nominal size 1400.00 cum -0.503 -704.2
derived from naturla sources
0279 Stone Aggregate (Single size) : 20 mm nominal size 957.00 cum -0.167 -159.82
derived from Reinforced Cement Concrete (RCA)
derived from naturla sources
derived from Reinforced Cement Concrete (RCA)
Add for delay

TOTAL 3428
Add 1 % for water charges on all except (A) i.e. on (3428 5.78
- 2849.82) = 578.18
TOTAL 3433.78
on (3433.78 - 2849.82) = 583.96 x 0.1405
TOTAL 3515.83
except (A) i.e. on (3515.83 - 2849.82) = 666.01
TOTAL 3615.73
(3615.73 - 2849.82) = 765.91
Say 362.35
4.11 Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse
Code sand (zone-III) derived from natural sources : 4 graded stoneRate
Description aggregate 20mm
Unit nominal
Qty size derived
Total
MATERIAL
III) : 4
graded stone aggregate 20 mm nominal size) = 10x0.05 =
0.50
cum
4.1.3 Rate as per item no 4.1.3 of SH:Concrete work 7365.15 cum 0.5 3682.58
Add for delay :
TOTAL 4310.44
(4310.44 - 3682.58) = 627.86
TOTAL 4316.72
on (4316.72 - 3682.58) = 634.14 x 0.1405
TOTAL 4405.82
except (A) i.e. on (4405.82 - 3682.58) = 723.24
TOTAL 4514.31
(4514.31 - 3682.58) = 831.73
Cost for 10 sqm. 4522.63
Say 452.25
4.11A Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse
Code sand (zone-III) ncluding manufactured sand derived from Recycled
Description Rate Concrete
Unit Aggregate
Qty (RCA) Total
upto
MATERIAL
1:2:4 (1 cement : 2 coarse sand (zone-III) Recycled
concrete
aggregate (RCA) upto 25% : 4 graded stone aggregate
20mm
nominal size (Recycled Concrete Aggregate (RCA) upto
25%)) =
10x0.05 = 0.50 cum

4.1.3A Rate as per item no 4.1.3A of SH:Concrete work 7124.55 cum 0.5 3562.28
Add for delay :
TOTAL 4190.14
(4190.14 - 3562.28) = 627.86
TOTAL 4196.42
on (4196.42 - 3562.28) = 634.14 x 0.1405
TOTAL 4285.52
except (A) i.e. on (4285.52 - 3562.28) = 723.24
TOTAL 4394.01
(4394.01 - 3562.28) = 831.73
Say 440.25
4.12 Extra for providing and mixing water proofing material in cement concrete work in doses by weight of
Code cement as per manufacturer's specification.
Details of cost for per bag of 50kg. of cement
MATERIAL
Approved waterproofing’materials according to the
recommended
proportions
1213 Water proofing materials 35.00 kilogram 1 35
9988 Carriage of water proofing material and 2.12 L.S. 3.64 7.72
labour for mixing etc. 3.64
TOTAL 42.72
TOTAL 43.15
TOTAL 49.21
TOTAL 56.59
Cost per bag of cement of 50kg. 57.16
Say 57.15
4.13 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality
Code using 1.7kg per square metre on damp proof course after cleaning
Description Rate the surface
Unit withQtybrushes and finally
Total
Details of cost for 10sqm.
MATERIAL
0309 Paving bitumen VG-10 of approved quality 25614.00 tonne 0.017 435.44
0771 Kerosene oil 50.00 litre 1.23 61.5
Fuel for heating
0370 Coal (steam) 440.00 quintal 0.035 15.4
2211 Carriage of Tar bitumen 163.93 tonne 0.017 2.79
LABOUR
Cleaning surface and applying kerosene oil
0114 Beldar 645.00 day 0.12 77.4
Heating the material
0115 Coolie 645.00 day 0.07 45.15
Spreading hot tar over damp proof course
0131 Painter 714.00 day 0.2 142.8
9988 Sundries (Carriage of kerosene, steam coal, brushes, T&P 2.12 L.S. 33.15 70.28
etc.)
TOTAL 850.76
TOTAL 859.27
TOTAL 980
TOTAL 1127
Say 113.85
4.14 Extra for concrete work in superstructure above floor V level for each four floors or part thereof.
Details of cost per cum.
Extra labour element required for lifting of materials
(0.75x2.00 =
1.50)
0115 Coolie 645.00 day 1.5 967.5
TOTAL 967.5
TOTAL 977.18
TOTAL 1114.47
TOTAL 1281.64
Say 1294.45
4.15 Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out
Code water and removing slush etc. complete.
Details of cost for 14 cum per 0.3m depth
Quantity of concrete = 14 cum. pumping hours = 3 hrs.
or 0.375
day.
0011 Hire charges of Pumpset of capacity 4000 litres/hour. 700.00 day 0.375 262.5
0114 Beldar 645.00 day 4 2580

for cleaning slush
TOTAL 2842.5
TOTAL 2870.93
TOTAL 3274.3
TOTAL 3765.45
Cost of 14cum. per 0.30 m depth 3803.1
Cost of cum. per m depth 905.5
Say 905.5
4.16 Extra for laying concrete in or under foul positions.

Extra labour due to slow progress-
0114 Beldar 645.00 day 0.25 161.25
0115 Coolie 645.00 day 0.15 96.75
TOTAL 287.96
TOTAL 290.84
TOTAL 331.7
TOTAL 381.46
Say 385.25
4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III)
Code derived from natural sources : 6 graded stone aggregate 20 mm
Description RatenominalUnit
size derived
Qtyfrom natural
Total
Detail of cost for 10 sqm
MATERIAL
0287 Brick Aggregate (Single size) : 40 mm nominal size 650.00 cum 0.75 487.5
2260 Carriage of Brick aggregate 178.19 cum 0.75 133.64
jamuna sand)
Dressing the gound including cutting and filling upto
15cm
0114 Beldar 645.00 day 0.16 103.2
0115 Coolie 645.00 day 0.11 70.95
MATERIAL
Qty. of cement concrete 1:3:6 on 10 sqm. area = 0.5cum.

Labour (for C.C 1:3:6)
0114 Beldar 645.00 day 1 645
0101 Bhisti 714.00 day 0.33 235.62
9999 Hire and runing charges of mechanical mixer 2.12 L.S. 13.39 28.39
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
0114 Beldar 645.00 day 1.08 696.6
0115 Coolie 645.00 day 1.08 696.6
TOTAL 5094.88
TOTAL 5145.83
TOTAL 5868.82
TOTAL 6749.14
Cost of 10.00 sqm 6816.63
Cost of 1.00 sqm 681.66
Say 681.65
4.17A Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand
Code derived from Recycled Concrete Aggregate (RCA) : 6 graded stone
Description Rate aggregate
Unit 20 mm nominal size
Qty Total
MATERIAL
jamuna sand)
15cm
0114 Beldar 645.00 day 0.16 103.2
0115 Coolie 645.00 day 0.11 70.95
MATERIAL
2202 Carriage of Recycled Concrete Aggregate (RCA) below 40 163.93 cum 0.47 77.05
mm nominal size
Aggregate (RCA)

0114 Beldar 645.00 day 1 645
0101 Bhisti 714.00 day 0.33 235.62
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
0114 Beldar 645.00 day 1.08 696.6
0115 Coolie 645.00 day 1.08 696.6
TOTAL 4718.1
TOTAL 4765.28
TOTAL 5434.8
TOTAL 6250.02
Cost of 10.00 sqm 6312.52
Cost of 1.00 sqm 631.25
Say 631.25
4.17B Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 manufactured sand
Code derived from Recycled Concrete Aggregate (RCA) : 6 graded stone
Unit 20 mm nominal size
Qty Total
MATERIAL
jamuna sand)
15cm
0114 Beldar 645.00 day 0.16 103.2
0115 Coolie 645.00 day 0.11 70.95
MATERIAL
size
Aggregate (RCA)
0114 Beldar 645.00 day 1 645
0101 Bhisti 714.00 day 0.33 235.62
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
0114 Beldar 645.00 day 1.08 696.6
0115 Coolie 645.00 day 1.08 696.6
TOTAL 4459.21
TOTAL 4503.8
TOTAL 5136.58
TOTAL 5907.07
Cost of 10.00 sqm 5966.14
Cost of 1.00 sqm 596.61
Say 596.6
4.18 Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40
Code microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water
Description Rate Unit Qtyretaining Total
Detail of cost for per bag of 50 kg of cement used in
concrete
MATERIAL
8732 Synthetic polyester triangular fibre of length 12mm, 370.00 kg 0.125 46.25
effective dia 10-40 microns and specific gravity of 1.34 to
1.40
TOTAL 46.25
TOTAL 46.71
TOTAL 53.27
TOTAL 61.26
Cost per bag of 50 kg of cement 61.87
Say 61.85
4.20 Providing and laying in position ready mixed or site batched design mix cement concrete for plain
4.20.1 cement
All worksconcrete work;
upto plinth using
level : coarse aggregate and fine aggregate derived from natural sources,
4.20.1.1 Concrete of M10 grade with minimum cement content of 220 kg /cum
Details of cost for 1.00 cum
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

0367 Ordinary/Pozzolana/Slag Cement 5000.00 tonne 0.22 1100
7318 Plasticizer / super plasticizer 29.00 kg 1.1 31.9
Production cost, pumping to respective floors and laying
in
position
0004 Production cost of concrete by batch mix plant / ready 400.00 cum 1 400
mixed plant.
0009 Pumping charges of concrete including carriage for all 210.00 cum 1 210
leads and hire charges of pump, piping work &
accessories etc.
Labour for pouring, consolidating & curing
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6004.16
TOTAL 6064.2
TOTAL 6916.22
TOTAL 7953.65
Cost per 1.00 cum 8033.19
Say 8033.2
4.20.1 cement
upto plinth using
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6109.97
TOTAL 6171.07
TOTAL 7038.11
TOTAL 8093.83
Say 8174.75
4.20.1 cement
upto plinth using
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6268.69
TOTAL 6331.38
TOTAL 7220.94
TOTAL 8304.08
Say 8387.1
4.20.1 cement
upto plinth using
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6427.42
TOTAL 6491.69
TOTAL 7403.77
TOTAL 8514.34
Say 8599.5
4.20.2 cement
All worksconcrete work;and
above plinth using coarse
upto flooraggregate
V level and fine aggregate derived from natural sources,
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7216.76
TOTAL 7288.93
TOTAL 8313.02
TOTAL 9559.97
Say 9655.55
4.20.2 cement
upto flooraggregate
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7322.57
TOTAL 7395.8
TOTAL 8434.91
TOTAL 9700.15
Say 9797.15
4.20.2 cement
upto flooraggregate
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7481.29
TOTAL 7556.1
TOTAL 8617.73
TOTAL 9910.39
Cost per 1.00 cum 10009.49
Say 10009.5
4.20.2 cement
upto flooraggregate
MATERIAL
(0.70 - 7.5% for voids i.e. 0.05 = 0.65 cum)
above

in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7640.02
TOTAL 7716.42
TOTAL 8800.58
TOTAL 10120.67
Cost per 1.00 cum 10221.88
Say 10221.9
4.20A Providing and laying in position ready mixed or site batched design mix cement concrete for plain
4.20A.1 cement
All concrete
works work;
upto plinth using coarse aggregate and fine aggregate derived from natural sources and
level
4.20A.1.1 (Note: The permissible utilization
Concrete of M10 grade with minimum of Recycled
cementConcrete Aggregate
content of (RCA) as coarse aggregate and fine
220 kg /cum.
MATERIAL
0278 Fine aggregate derivered from recycled concrete 741.00 cum 0.47 348.27
aggregate (RCA)
2203 Carriage of fine aggregate derivered from recycled 163.93 cum 0.47 77.05
concrete aggregate (RCA)
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 5308.9
TOTAL 5361.99
TOTAL 6115.35
TOTAL 7032.65
Say 7103
4.20A.1 cement
level
240 kg /cum.
MATERIAL
0279 Recycled Concrete Aggregate (RCA) (25%) 20 mm 957.00 cum 0.222 212.45
nominal size
aggregate (RCA) (25%)
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 5978.56
TOTAL 6038.35
TOTAL 6886.74
TOTAL 7919.75
Say 7998.95
4.20A.1 cement
level
270 kg /cum.
MATERIAL
nominal size
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6137.28
TOTAL 6198.65
TOTAL 7069.56
TOTAL 8129.99
Say 8211.3
4.20A.1 cement
All concrete
works work;
level
4.20A.1.4 (Note: Theofpermissible
Concrete M25 grade utilization of Recycled
with minimum cementConcrete Aggregate
300 kg /cum.
MATERIAL
nominal size
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6296.01
TOTAL 6358.97
TOTAL 7252.41
TOTAL 8340.27
Say 8423.65
4.20A.2 cement
above plinth using
uptocoarse
floor aggregate
V level and fine aggregate derived from natural sources and
4.20A.2.1 (Note: The permissible utilization of Recycled Concrete
Concrete of M10 grade with minimum cement content of Aggregate (RCA) as coarse aggregate and fine
220 kg /cum.
MATERIAL
nominal size
2203 Carriage of fine aggregate derivered from recycled 163.93 cum 0.47 77.05
concrete aggregate (RCA)
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
(Extra labour for lifting material upto
floor V level = 0.75 x 2.5 = 1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 6521.5
TOTAL 6586.72
TOTAL 7512.15
TOTAL 8638.97
Say 8725.35
4.20A.2 cement
above plinth using
uptocoarse
floor aggregate
240 kg /cum.
MATERIAL
nominal size
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
floor V level = 0.75 x 2.5 = 1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7191.16
TOTAL 7263.07
TOTAL 8283.53
TOTAL 9526.06
Say 9621.3
4.20A.2 cement
above plinth using
uptocoarse
floor aggregate
270 kg /cum.
MATERIAL
nominal size
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
floor V level = 0.75 x 2.5 = 1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7349.88
TOTAL 7423.38
TOTAL 8466.36
TOTAL 9736.31
Say 9833.65
4.20A.2 cement
above plinth using
uptocoarse
floor aggregate
300 kg /cum.
MATERIAL
nominal size
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
floor V level = 0.75 x 2.5 = 1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7508.61
TOTAL 7583.7
TOTAL 8649.21
TOTAL 9946.59
Cost per 1.00 cum 10046.06
Say 10046.05
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of
5.1.2 centering, shuttering,
1:1.5:3 (1 cement : 1.5finishing and (zone-III)
coarse sand reinforcement - All
derived work
from up to sources
natural plinth level :
: 3 graded stone aggregate
Code 20 mm nominal size de rived from natural sources)
MATERIAL

LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 6251.55
TOTAL 6314.07
TOTAL 7201.2
TOTAL 8281.38
Say 8364.2
5.1.2A centering,
1:1.5:3 shuttering,
(1 cement : 1.5finishing and reinforcement
coarse sand(zone-III) - Allmanu-
incuding work factured
up to plinth
sandlevel :
derived from Recycled
Description (RCA) upto 20% : 3 graded stone aggregate 20
Rate mm nominal
Unit size of Recycled
Qty Total
MATERIAL:
Aggregate (RCA)
0367 Portland Cement (0.2833cum) 5000.00 tonne 0.4 2000

2209 Carriage of cement 145.72 tonne 0.4 58.29
LABOUR:
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
Hopper
0012 Vibrator (Needle type 40 mm) 350.00 day 0.07 24.5
9999 Sundries 2.12 L.S. 14.3 30.32
Total 6114.53
TOTAL 6175.68
TOTAL 7043.36
TOTAL 8099.86
Say 8180.85
5.1.3 centering,
1:2:4 shuttering,
(1 cement finishing
: 2 coarse sand and reinforcement
(zone-III) - All natural
derived from work upsources
to plinth
: 4level : stone aggregate 20
graded
Code mm nominal
Description size de rived from natural sources) Rate Unit Qty Total
MATERIAL

LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
TOTAL 5938.73
TOTAL 5998.12
TOTAL 6840.86
TOTAL 7866.99
Say 7945.65
5.1.3A centering, shuttering,
1:2:4 (1 cement finishing
: 2 coarse sand and reinforcement
incuding - All work
manufactured sand up to plinth
derived fromlevel :
Recycled Concrete
Code Aggregate
Description (RCA) upto 20% : 4 graded stone aggregate 20 mm nominal
Rate size of
Unit Recycled
Qty Con crete
Total
MATERIAL:
mm nominal size
Aggregate (RCA)

LABOUR:
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
Hopper
9999 Sundries 2.12 L.S. 14.3 30.32
Total 5800.53
TOTAL 5858.54
TOTAL 6681.66
TOTAL 7683.91
Say 7760.75
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,
5.2.2 plinth
1:1.5:3and string courses,
(1 cement fillets,
: 1.5 coarse columns, pillars,
sand(zone-III) piers,
derived fromabutments, posts and
natural sources : 3 struts
gradedetc. above
stone plinth
aggregate
Code 20 mm nominal
Details of cost for 9.18 cum.
MATERIAL

LABOUR
0114 Beldar 645.00 day 11.29 7282.05
0115 Coolie 645.00 day 7.53 4856.85
0101 Bhisti 714.00 day 8.26 5897.64
hooper
0012 Vibrator(Needle type 40mm) 350.00 day 0.64 224
9999 Sundries 2.12 L.S. 131.82 279.46
9999 Scaffolding 2.12 L.S. 420.03 890.46
Extra labour for lifting of material upto floor V level:
0.75x9.18x2.5 = 17.21
0115 Coolie 645.00 day 17.21 11100.45

TOTAL 69882.8
TOTAL 70581.63
TOTAL 80498.35
TOTAL 92573.1
Cost for 9.18 cum. 93498.83
Say 10185.05
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,
5.2.2A plinth
1:1.5:3and string courses,
(1 cement fillets,
: 1.5 coarse columns,
sand pillars,
incuding piers, abutments,
manufactured postsfrom
sand derived and struts etc.Concrete
Recycled above plinth
Code Aggregate
Description (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal
Rate size
UnitRecycled Concrete
Qty Total
MATERIAL:
Aggregate (RCA)

LABOUR:
0114 Beldar 645.00 day 11.29 7282.05
0115 Coolie 645.00 day 7.53 4856.85
0101 Bhisti 714.00 day 8.26 5897.64
0123 Mason (brick layer) 1 st class 784.00 day 0.92 721.28
0124 Mason (brick layer) 2 nd class 714.00 day 0.92 656.88
Hopper
0012 Vibrator (Needle type 40 mm) 350.00 day 0.64 224
9999 Sundries 2.12 L.S. 131.82 279.46
9999 Scaffolding 2.12 L.S. 420.03 890.46
Extra labour for lifting of material upto floor V level:
0.75x9.18x2.5
0115 Coolie 645.00 day 17.21 11100.45

Total 68624.87
TOTAL 69311.12
TOTAL 79049.33
TOTAL 90906.73
Cost of 9.18 cum 91815.8
Say 10001.7
5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,
Code balconies, shelves, chajjas, lintels, bands, plain window sills, Rate
Description staircases and
Unitspiral stair
Qty cases above
Total
MATERIAL

LABOUR
0114 Beldar 645.00 day 2.75 1773.75
0101 Bhisti 714.00 day 0.9 642.6
hooper
9999 Sundries 2.12 L.S. 14.3 30.32
Extra labour for lifting material upto floor V level:
Coolie (2.5x0.75=1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 8011.83
TOTAL 8091.95
TOTAL 9228.87
TOTAL 10613.2
Say 10719.35
5.3A Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings,
Code balconies, shelves, chajjas, lintels, bands, plain window sills, Rate
Description staircases and
Unitspiral staircases
Qty above
Total
MATERIAL:
mm nominal size
Aggregate (RCA)

LABOUR:
0114 Beldar 645.00 day 2.75 1773.75
0101 Bhisti 714.00 day 0.9 642.6
Hopper
9999 Sundries 2.12 L.S. 14.3 30.32
Extra labour for lifting material upto floor V level:Coolie
(2.5x0.75)
0115 Coolie 645.00 day 1.88 1212.6

Total 7874.81
TOTAL 7953.56
TOTAL 9071.04
TOTAL 10431.7
Say 10536
5.4 Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like
Code excluding the cost of centering, shuttering, finishing and reinforcement
Description Rate with
Unit 1:1.5:3 (1 cementTotal
Qty : 1.5
MATERIAL
4.4.1 Cement concrete 1:1.5:3 (Rate as per item no 4.4.1 of 7783.70 cum 1 7783.7
SH:Concrete work) 1
LABOUR
Extra labour for laying CC in RCC work :
0114 Beldar 645.00 day 0.1 64.5
0101 Bhisti 714.00 day 0.2 142.8
0128 Mate 714.00 day 0.04 28.56
(Extra labour for lifting material upto floor V level :
Coolie = 0.75
x 2.5 = 1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 9292.08
(9292.08 - 7783.7) = 1508.38
TOTAL 9307.16
on (9307.16 - 7783.7) = 1523.46 x 0.1405
TOTAL 9521.21
except (A) i.e. on (9521.21 - 7783.7) = 1737.51
TOTAL 9781.84
(9781.84 - 7783.7) = 1998.14
Say 9801.8
5.4A Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like
Code excluding the cost of centering, shuttering, finishing and reinforcement
Description Rate with
Unit 1:1.5:3
Qty(1 cementTotal
: 1.5
MATERIAL:
4.1.2 Rate as per Sub AR-1 (Ref item no 4.1.2) 7783.70 cum 1 7783.7
LABOUR:
Extra labour for laying CC in RCC work
0114 Beldar 645.00 day 0.1 64.5
0101 Bhisti 714.00 day 0.2 142.8
0128 Mate 714.00 day 0.04 28.56
Extra labour for lifting material upto floor V level:Coolie
(1.5x0.75)
0115 Coolie 645.00 day 1.88 1212.6

Total 9292.08
(9292.08 - 7783.7) = 1508.38
TOTAL 9307.16
on (9307.16 - 7783.7) = 1523.46 x 0.1405
TOTAL 9521.21
except (A) i.e. on (9521.21 - 7783.7) = 1737.51
TOTAL 9781.84
(9781.84 - 7783.7) = 1998.14
Say 9801.8
5.5 Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs
Code having slope more than 15° up to floor five level, excluding the
Description cost of centering,
Rate Unit shuttering,
Qty finishing
Total
Details of cost for 26.73cum
for semicircular arch 6m clear span and 9m long and
30cm
thick.
Cement concrete 1:1.5:3 =
1x0.50x3.14x6.30x9.00x0.30 = 26.73cum
MATERIAL

LABOUR
0114 Beldar 645.00 day 73.51 47413.95
0101 Bhisti 714.00 day 24.06 17178.84
hooper
9999 Sundries 2.12 L.S. 401.89 852.01
Extra for laying CC over curved surfaces
0123 Mason (brick layer) 1st class 784.00 day 5 3920
0124 Mason (brick layer) 2nd class 714.00 day 5 3570
0101 Bhisti 714.00 day 1.5 1071
0115 Coolie 645.00 day 4.5 2902.5
(Extra labour for lifting material upto floor V level :
Coolie = 0.75 x 2.5 x 26.73 = 50.12)
0115 Coolie 645.00 day 50.12 32327.4
TOTAL 225581.06
TOTAL 227836.87
TOTAL 259847.95
TOTAL 298825.14
Cost for 26.73 cum. 301813.39
Say 11291.2
5.5A Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs
Code having slope more than 15° up to floor five level excluding the
Description cost of centering,
Rate Unit shuttering,
Qty finishing
Total
Details of cost for 26.73cum for semicircular arch 6m
clear
span and 9m long and 30cm thick. Cement concrete
1:1½:3 = 1x0.50x3.14x6.30x 9.00x0.30 = 26.73cum
MATERIAL:
mm nominal size
Aggregate (RCA)

LABOUR:
0114 Beldar 645.00 day 73.51 47413.95
0101 Bhisti 714.00 day 24.06 17178.84
Hopper
9999 Sundries 2.12 L.S. 401.89 852.01
Extra for laying CC over curved surfaces
0123 Mason (brick layer) 1 st class 784.00 day 5 3920
0124 Mason (brick layer) 2nd class 714.00 day 5 3570
0101 Bhisti 714.00 day 1.5 1071
0115 Coolie 645.00 day 4.5 2902.5
Extra labour for lifting material upto floor V level: Coolie
(1.50x0.75x26.73)
0115 Coolie 645.00 day 50.12 32327.4

Total 221918.47
TOTAL 224137.65
TOTAL 255628.99
TOTAL 293973.34
Cost of 26.73 cum 296913.07
Say 11107.85
5.6 Reinforced cement concrete work in chimneys, shafts, up to floor five level, excluding the cost of
Code centering, shuttering, finishing and reinforcement with 1:1.5:3
Description (1 cementUnit
Rate : 1.5 coarse
Qtysand(zone-III)
Total
MATERIAL
RCC 1:1½:3 in chimneys & shafts
5.2.2 Rate as per Item No.5.2.2 of SH: REINFORCED CEMENT 10185.05 cum 1 10185.05
CONCRETE
LABOUR
Extra labour involved for lifting materials
0115 Coolie 645.00 day 0.26 167.7
TOTAL 10352.75
(10352.75 - 10185.05) = 167.700000000001
TOTAL 10354.43
on (10354.43 - 10185.05) = 169.380000000001 x 0.1405
TOTAL 10378.23
except (A) i.e. on (10378.23 - 10185.05) = 193.18
TOTAL 10407.21
(10407.21 - 10185.05) = 222.16
Say 10409.45
5.6A Reinforced cement concrete work in chimneys, shafts, up to floor five level excluding the cost of
Code centering, shuttering, finishing and reinforcement with 1:1.5:3
Rate : 1.5 coarse
Qtysand incuding
Total
MATERIAL:
RCC 1:1.5:3 in chimneys & shafts
5.2.2A Rate as per Item Number 5.2.2A of SH: Reinforced 10001.70 cum 1 10001.7
cement concrete work
Extra labour involved for lifting materials
0115 Coolie 645.00 day 0.26 167.7
Total 10169.4
(10169.4 - 10001.7) = 167.700000000001
TOTAL 10171.08
on (10171.08 - 10001.7) = 169.380000000001 x 0.1405
TOTAL 10194.88
except (A) i.e. on (10194.88 - 10001.7) = 193.18
TOTAL 10223.86
(10223.86 - 10001.7) = 222.16
Say 10226.1
5.7 Reinforced cement concrete work in well-steining, excluding the cost of centering, shuttering,
Code finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse
Description sand(zone-III)
Rate Unit derived
Qty from natural
Total
MATERIAL
RCC 1:1½:3 in well steining
4.1.2 Rate as per Item No.4.1.2 of SH: CONCRETE WORK 7783.70 cum 1 7783.7
LABOUR
Extra labour involved :
0115 Coolie 645.00 day 0.08 51.6
TOTAL 7835.3
(7835.3 - 7783.7) = 51.6000000000004
TOTAL 7835.82
on (7835.82 - 7783.7) = 52.1200000000004 x 0.1405
TOTAL 7843.14
except (A) i.e. on (7843.14 - 7783.7) =
59.4400000000005
TOTAL 7852.06
(7852.06 - 7783.7) = 68.3600000000006
Say 7852.75
5.7A Reinforced cement concrete work in well-steining excluding the cost of centering, shuttering, finishing
Code and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand Rate
Description incuding manufactured
Unit Qtysand derived
Total
MATERIAL:
RCC 1:1.5:3 in well steining
4.1.2 Rate as per Sub AR-1 (Ref item 4.1.2) 7783.70 cum 1 7783.7
Extra labour involved
0115 Coolie 645.00 day 0.08 51.6
Total 7835.3
(7835.3 - 7783.7) = 51.6000000000004
TOTAL 7835.82
on (7835.82 - 7783.7) = 52.1200000000004 x 0.1405
TOTAL 7843.14
except (A) i.e. on (7843.14 - 7783.7) =
59.4400000000005
TOTAL 7852.06
(7852.06 - 7783.7) = 68.3600000000006
Say 7852.75
5.8 Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers,
Code facias and eaves boards above plinth level up to floor five level,
Description Rateexcluding the costQty
Unit of centering,
Total
Details of cost for 4 RCC Vertical fins 4m high and 1m
center
with 2 horizontal fins, all projecting 60cm from face of
wall and
5cm thick = 0.66 cum.

Cement Concrete 1:1.5.3
4x4x0.60x0.05 = 0.48 cum.
2x3x0.06x0.05 = 0.18 cum.
Total = 0.66 cum.
MATERIAL

LABOUR
0114 Beldar 645.00 day 0.79 509.55
0115 Coolie 645.00 day 0.56 361.2
0101 Bhisti 714.00 day 0.6 428.4
9999 Scafolding 2.12 L.S. 30.16 63.94
9999 Sundries 2.12 L.S. 9.49 20.12
hooper
0115 Coolie 645.00 day 0.18 116.1
Extra for restricted working in fins
0114 Beldar 645.00 day 0.1 64.5
0101 Bhisti 714.00 day 0.15 107.1
TOTAL 4586.51
TOTAL 4632.38
TOTAL 5283.23
TOTAL 6075.71
Cost for 0.66 cum. 6136.47
Say 9297.7
5.8A Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers,
Code facias and eaves boards above plinth level up to floor five level
Description excludingUnit
Rate the cost Qty
of centering,
Total
Details of cost for 0.66cum
Details of cost for 4 RCC Vertical fins 4m high and lm
center with 2 horizontal fins, all projecting 60cm from
face
of wall and 5cm thick = 0.66 cum. Cement Concrete
1:1.5.34x4x0.60x0.05 = 0.48 cum 2x3x0.06x0.05 = 0.18
cumTotal = 0.66 cum.

MATERIAL:
mm nominal size
Aggregate (RCA)

LABOUR:
0114 Beldar 645.00 day 0.79 509.55
0115 Coolie 645.00 day 0.56 361.2
0101 Bhisti 714.00 day 0.6 428.4
9999 Scaffolding 2.12 L.S. 30.16 63.94
9999 Sundries 2.12 L.S. 9.49 20.12
Hopper
Extra for lifting materials upto floor five level
0115 Coolie 645.00 day 0.18 116.1
Extra for restricted working in fins
0114 Beldar 645.00 day 0.1 64.5
0101 Bhisti 714.00 day 0.15 107.1
Total 4496.08
TOTAL 4541.04
TOTAL 5179.06
TOTAL 5955.92
Cost of 0.66 cum 6015.48
Say 9114.35
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Details of cost for footing size 2.7mx2.7mx1.00m
MATERIAL
after
use of 40 times
cost
Qty taken for cost of using 0.17
7329 Single clip 59.00 each 0.17 10.03


Qty taken for cost using = 22.10
9977 Carriage 2.12 L.S. 78 165.36

LABOUR
0116 Fitter (grade 1) 784.00 day 0.75 588
0114 Beldar 645.00 day 1.5 967.5
9999 Sundries 2.12 L.S. 26 55.12
TOTAL 2485.78
TOTAL 2510.64
TOTAL 2863.38
TOTAL 3292.89
Cost for 10.8 sqm. 3325.82
Say 307.95
5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
MATERIAL
after
use of 40 times
cost
2x3x2x2 = 24Nos.
4x2 = 8
2x6x2 = 24
7329 Single clip 59.00 each 0.255 15.05
2x3x2 = 12

2x2x8m = 32m
9999 Nut & Bolts 2.12 L.S. 27.62 58.55
9977 Carriage 2.12 L.S. 78 165.36

LABOUR
0116 Fitter (grade 1) 784.00 day 3.5 2744
0114 Beldar 645.00 day 6 3870
9999 Sundries 2.12 L.S. 52 110.24
TOTAL 7906.82
TOTAL 7985.89
TOTAL 9107.91
TOTAL 10474.1
Cost for 15.8 sqm. 10578.84
Say 669.55
5.9.3 Suspended floors, roofs, landings, balconies and access platform
Detail of cost for a room
4.50x3 = 13.50 sqm, height 3.5 m
MATERIAL
cost
1. Plates (size 0.75 x 0.60)
Angle 40x40x5mm
2x0.75 = 1.50 m
2x0.60 = 1.20 m
= 2.70 m @ 3.00 kg/m = 8.1 kg
sheet 1.6 mm thick
0.75x0.60 = 0.45 sqm
0.45 sqm @ 12.55kg/sqm = 5.65kg
Weight of one plate = 13.75kg
Add for wastage @ 5% = 0.69 kg
Total = 14.44kg
Total weight of all plates = 5x6x14.44 = 433.2 kg.
kg
7342 Adjustable span ESO+SI (2.35-3.40) 1480.00 each 0.1063 157.32
7343 Adjustable telescopic prop 3 m (2.02-3.75 m) 955.00 each 0.1275 121.76
9999 4. Assembly nut & bolts etc. 2.12 L.S. 22.1 46.85
9977 Carriage 2.12 L.S. 130 275.6

LABOUR
0116 Fitter (grade 1) 784.00 day 3 2352
0114 Beldar 645.00 day 6 3870
9999 Sundries, paper tap etc. 2.12 L.S. 49.7 105.36
TOTAL 7950.82
(7950.82 - 856.57) = 7094.25
TOTAL 8021.76
on (8021.76 - 856.57) = 7165.19 x 0.1405
TOTAL 9028.47
except (A) i.e. on (9028.47 - 856.57) = 8171.9
TOTAL 10254.26
(10254.26 - 856.57) = 9397.69
Cost for 13.50 sqm. 10348.24
Say 766.55
5.9.4 Shelves (Cast in situ)
Detail of cost for a room 4.50x3 = 13.50 sqm, height 3.5
m
MATERIAL
cost
1. Plates (size 0.75 x 0.60)
Angle 40x40x5mm
2x0.75 = 1.50 m
2x0.60 = 1.20 m
= 2.70 m @ 3.00 kg/m = 8.1 kg
sheet 1.6 mm thick
0.75x0.60 = 0.45 sqm
0.45 sqm @ 12.55kg/sqm = 5.65kg
Total = 14.44kg
kg
9999 4. Assembly nut & bolts etc. 2.12 L.S. 22.1 46.85
9977 Carriage 2.12 L.S. 130 275.6

LABOUR
0116 Fitter (grade 1) 784.00 day 3 2352
0114 Beldar 645.00 day 6 3870
9999 Sundries, paper tap etc. 2.12 L.S. 49.7 105.36
TOTAL 7950.82
(7950.82 - 856.57) = 7094.25
TOTAL 8021.76
on (8021.76 - 856.57) = 7165.19 x 0.1405
TOTAL 9028.47
except (A) i.e. on (9028.47 - 856.57) = 8171.9
TOTAL 10254.26
(10254.26 - 856.57) = 9397.69
Cost for 13.50 sqm. 10348.24
Say 766.55
5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers
Consider a beam of 6 m clear span, 0.50 m deep 0.30 m
wide
and height 3.5 m from floor
Cubical contents
6.60x0.5x0.3 = 0.99 cum
1x1.30x6.00 = 7.80 sqm
MATERIAL
of 40
times
cost of
material
1. Steel plates for side and bottom
(plate size 1.20 x 0.50m)
Angle 40x40x5mm
2x1.20 = 2.40 m
3x0.50 = 1.50 m
3.90 m @ 3.00 kg/m = 11.70 kg
sheet 1.6 mm thick
1.20m x 0.50 m = 0.60 sqm.
0.60 sqm @ 12.55 kg/sqm. = 7.53 kg.
Weight of one plate = 19.23 kg.
Add for wastage @ 5% = 0.96 kg.
Total = 20.19 kg.
Total weight of all plates
3x5x20.19 = 302.85 kg or 3.03 q
6.4356 kg.
Qty taken for cost of using = 0.1275 m
7344 Beam clamp 300-380 mm (450-1070 mm) 355.00 each set 0.1063 37.74
Qty taken for cost of using = 0.1063 m
9999 (iv) Assembly nut & bolts etc. 2.12 L.S. 22.1 46.85
9977 Carriage 2.12 L.S. 78 165.36

LABOUR
0116 Fitter (grade 1) 784.00 day 1.25 980
0114 Beldar 645.00 day 2.5 1612.5
9999 Sundries, paper tape etc. 2.12 L.S. 24.61 52.17
TOTAL 3697.89
(3697.89 - 598.83) = 3099.06
TOTAL 3728.88
on (3728.88 - 598.83) = 3130.05 x 0.1405
TOTAL 4168.65
except (A) i.e. on (4168.65 - 598.83) = 3569.82
TOTAL 4704.12
(4704.12 - 598.83) = 4105.29
Cost for 7.80 sqm. 4745.17
Say 608.35
5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts
Detail of cost for 4.5 sqm
Size of column 450x450mm and 2.5m high
Area of contact = 4x0.45x2.5 = 4.5 sqm.
MATERIAL
of 40
times
cost of
material

7332 Corner angle 45x45x5 m 2.50 m long 255.00 each 0.085 21.68
7333 Column clamp 450x1070 m 965.00 each 0.1063 102.58

7334 Prop 2 m ( 2-3.5m) 635.00 each 0.085 53.98

9999 Assembly nut & bolt 2.12 L.S. 27.62 58.55

9977 Carriage 2.12 L.S. 52 110.24

LABOUR
0116 Fitter (grade 1) 784.00 day 1 784
0114 Beldar 645.00 day 2 1290
9977 Carriage 2.12 L.S. 26 55.12
TOTAL 2705.03
TOTAL 2732.08
TOTAL 3115.94
TOTAL 3583.33
Say 804.25
5.9.7 Stairs, (excluding landings) except spiral-staircases
Details of cost for 5.79 sqm.
Details of staircase, 3.40m clear span including 1m
landing.
MATERIAL
(i) Cost of plank 38mm (2nd class kail wood)
Waist 2.69x1.30 = 3.50sqm.
Side shuttering of steps and side of waist-Steps
8x1.30x0.15 = 1.56 sqm.
Face of landing
1x1.30x0.15 = 0.20 sqm.
Side of waist
2.69x0.13 = 0.35 sqm.
Side of steps-
8x0.50x0.30x0.15 = 0.18sqm.
Total = 5.79 sqm.
Wastage 5% = 0.29sqm.
Total = 6.08 sq.
Cubical content- 6.08x0.038 = 0.231 cum = 231 dm³
Qty taken for cost using 28.875 cudm
(ii) Batten 100mm x 75mm

4x1.30x0.100x0.075=0.039 cum = 39 dm³
Qty taken for cost using = 4.875 cudm
2x4x0.80 = 6.40m
Qty taken for cost using = 0.8 m
Planks = 0.231 cum.
Battens = 0.039 cum.
Ballies 6.4x3.142/4x(0.125)² = 0.079cum.
Total = 0.349 cum.
Qty taken for cost using = 0.04363 cum

LABOUR
For assembling, erection, dismantling and cleaning
0114 Beldar 645.00 day 1 645
9999 Sundries 2.12 L.S. 16.12 34.17
TOTAL 2846.34
TOTAL 2874.8
TOTAL 3278.71
TOTAL 3770.52
Cost of 5.79 sqm. 3808.23
Say 657.75
5.9.8 Spiral staircases (including landing)
Detail of cost for 6.28 sqm (For 10 steps)
Treads
10x0.70x0.20(av.) = 1.40 sqm
5.9.5 Rate as per Item Number 5.9.5 of SH: RCC 608.35 sqm 1.4 851.69
Riser
2x10x0.70x0.23 = 3.22 sqm
5.9.2 Rate as per item no 5.9.2 of SH : RCC 669.55 sqm 3.22 2155.95
Newal Post (Column)
10x0.23x3.14x0.23 = 1.66 sqm
5.9.7 Rate as per item no 5.9.7 of SH: RCC 657.75 sqm 1.66 1091.87
Cost of 6.28 sqm 4099.51
Say 652.8
5.9.9 Arches, domes, vaults up to 6 m span
Details of cost for a semicircular arch 3.6m clear span
and 3.6m
long.
Area of centering = 22/7x1.8x3.6=20.37sqm.
MATERIAL
Frame work in 2nd class kail wood
Tie-1x3.6x0.15x0.20 = 0.108cum.
Struts-3x1.8x0.10x0.10 =0.054cum
Struts-2x2.55x0.10x0.10=0.051cum.
Ribs-4x1.38x.075x0.075=0.031cum.
Total = 0.244 cum.
Quantity for 7 such frames
7x0.244 = 1.708cum.
Strips 5cmx2.5cm = 7.5cm
center to center
5.66/0.075x0.05x0.025x3.6 = 0.342cum.
Total= 2.050 cum = 2050 cudm
Safeda ballies 125 mm dia

7x4x3.6= 100.8m
G.I. Plain sheet 20.37 sqm m 116kg. Or 1.16 quintal
Qty taken for cost using = 0.145 qtl
0992 Galvanised steel plain sheets 5000.00 quintal 0.145 725
Carriage-
Kail wood = 2.05cum.
Ballies - 100.8x(0.125)²/4x3.142 = 1.24cum.
Total = 3.29 cum.

G.I. Sheet = 0.116 t
Qty taken for cost using = 0.0145 t
2302 Carriage of G.I.sheet and accessories 145.72 tonne 0.0145 2.11
LABOUR
0114 Beldar 645.00 day 13 8385
9999 Sundries 2.12 L.S. 11.7 24.8
TOTAL 27804.45
TOTAL 28082.49
TOTAL 32028.08
TOTAL 36832.29
Cost of 20.37sqm. 37200.61
Say 1826.25
5.9.10 Extra for arches, domes, vaults exceeding 6 m span
Details of cost for 33.31 sqm
Centering and shuttering for arches and carved surface
exceeding 6m in span (an average of 8m)
Radius R = 5m 2R-2 = 8
tan -¹ (4/3)=53.28°
2x53.28° = 106°
Surface area =2x22/7x5x3.6x106/360 =33.31sqm.
Arc=9.25m
MATERIAL
Tie-2x8x0.18x0.05 =0.144cum
Struts-2x2.5x0.1x0.1 =0.050cum.
Struts-2x1.77x0.1x0.1=0.035cum.
Ribs-6x1.54x0.23x0.1=0.213cum.
Struts-2x1.72x0.1x0.1=0.034cum.
Total=0.476cum.
For four such frames =0.476x4 = 1.904 cum.
laggings-75x3.6x0.125x0.075=2.531cum.
Tie-2x3.6x0.225x0.038=0.062cum.
Brace-3x2x2.14x0.225x0.038=0.110
Brace-3x4x3.8x0.225x0.038=0.390
Sleepers-4x3.6x0.20x0.15=0.432
Sleepers-2x4x3.6x0.175x0.075=0.378
Vertical post-4x4x3.6x0.15x0.15=1.296
Total =7.103cum. or 7103 cudm
Qty taken 1/8th of qty for cost using =
cum =
887.9 Cudm

Fittings:
3 way straps 50mmx10mm = 32 Nos.
32 no. @0.50cm each = 16m
Straps-50mmx10mm = 8 Nos. @ 0.25cm each = 2m
Total = 18m
18m, wt @ 3.9kg/m = 70.2 kg. = 0.702q
Qty taken l/8th of qty for cost using =
0.08775
1225 Mild steel flat strap fitting 4120.00 quintal 0.0878 361.74
Bolts 160 Nos. 254 mm long 16mm dia.-
160x.254x 1.58=64.21 kg=0.64q.
Qty taken l/8th of qty for cost using = 0.08
1034 Bolts and nuts upto 300 mm in length 5200.00 quintal 0.08 416
0.01677
t say 0.0168 t
LABOUR
0114 Beldar 645.00 day 24 15480
9999 Sundries 2.12 L.S. 134.55 285.25
Less Cost of shuttering etc. for an arch exceeding 6 m
span i.e.
for an average of 8 m span
5.9.9 Rate as per item no 5.9.9 of SH : RCC 1826.25 sqm -33.31 -60832.39
TOTAL -1043.2
Add 1 % for water charges on all except (A) i.e. on (- 597.89
1043.2 - -60832.39) = 59789.19
TOTAL -445.3099
on (-445.309999999997 - -60832.39) = 60387.08 x
0.1405
TOTAL 8039.07
except (A) i.e. on (8039.07 - -60832.39) = 68871.46
TOTAL 18369.79
(18369.79 - -60832.39) = 79202.18
Cost of 33.31sqm. 19161.81
Cost per sqm of soffit area 575.26
Say 575.25
5.9.11 Chimneys and shafts
MATERIAL
cost
2x3x2x2 = 24 Nos. Qty taken for cost of
using = 0.51
4x2 = 8
2x6x2 = 24
7329 Single clip 59.00 each 0.255 15.05

2x3x2 = 12

2x2x8m = 32m
9999 Nut & Bolts 2.12 L.S. 27.63 58.58

9977 Carriage 2.12 L.S. 78 165.36

LABOUR
0116 Fitter (grade 1) 784.00 day 3.5 2744
0114 Beldar 645.00 day 6 3870
9999 Sundries 2.12 L.S. 52 110.24
TOTAL 7906.85
TOTAL 7985.92
TOTAL 9107.94
TOTAL 10474.13
Cost for 15.8 sqm. 10578.87
Say 669.55
5.9.12 Well steining
Details of cost 26.39 sqm.
Surface area
Outside area = 26.39 sqm
MATERIAL
Assuming that the timber will become unserviceable
after being
used 8 times
Planks 38 mm (Second class kail wood)
26.39x0.038 = 1.00cum.
Wastage 20% = 0.20cum.
Total = 1.20cum. or 1200 cudm.
Qty for cost using cudm
1198 Second class kail wood in planks 260.00 10 cudm 15 3900
2nd class kail wood battens

Inside = 2x25x0.50x0.075x0.038 = 0.0712cum.
Outside = 2x28x0.50x0.075x0.038 = 0.0798cum.
Total = 0.1510cum.
Wastage 5% = 0.0076 cum.
Total = 0.1586 cum = 158.60 cudm
Qty for cost using 0.0198 cudm

Inside: 25x1.00 = 25.00m
Outside: 28x1.00 = 28.00m
Total = 53.00m
Qty for cost using =6.625 m
TOTAL 4165.51
Add for carriage, labour for erection and dismentalig etc 694.27
@ 1/6
(16.667%) of cost of material
TOTAL 4859.78
TOTAL 4908.38
TOTAL 5598.01
TOTAL
Cost for 26.39sqm. 6502.09
Say 246.4
5.9.13 Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards
Details of cost for fins 4 vertical fins 4 metre high and at
1 metre
centres, with two horizontal fins all projecting 60cm
from face of
wall and 5 cm thick.
i.e. (4x4x1.25) + (2x3x0.65) = 23.90sqm + 5%

wastage = 25.10 sqm.
MATERIAL
38mm thick-
4x4x1.25=20.00
2x3x0.65 =3.90
Total = 23.90
Wastage @ 5% = 1.20
Total = 25.10sqm.
25.10x0.038=.954 cum or 954 cudm
Qty for cost using = 119.25 cudm
4x2x5x0.60x0.075x0.050=0.090
3x2x5x1.00x0.075x0.050=0.112
2x6x0.60x0.075x0.100=0.054 = 0.256 Cum.
Wastage @ 5% =0.013 cum
Total = 0.269 cum= 269 cudm
Qty for cost using = 33.625 cudm
2x2x6x4.00 =96m
Wastage @5% = 4.8m
Total= 100.8 m
Qty for cost using = 12.6 m
Planks = 0.954
Battens = 0.269
Bailies 100.8x(0.125)²/4x3.142= 1.238cum.
Total = 2.461 cum
Qty for cost using = 0.3076 cum
LABOUR
For assembling, erection, dismantling and cleaning
0114 Beldar 645.00 day 11 7095
9999 Sundries 2.12 L.S. 80.73 171.15
TOTAL 19656.53
TOTAL 19853.1
TOTAL 22642.46
TOTAL 26038.83
Cost for 23.90 sqm. 26299.22
Say 1100.4
5.9.15 Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses,
Code bands, copings, bed plates, anchor blocks and the like
Details of cost for footing size
2.7mx2.7mx1.00m
MATERIAL
after
use of 40 times
cost
7329 Single clip 59.00 each 0.17 10.03

4x2.7m = 10.8m
Qty taken for cost of using =0.2295

9977 Carriage 2.12 L.S. 78 165.36

LABOUR
0116 Fitter (grade 1) 784.00 day 0.75 588
0114 Beldar 645.00 day 1.5 967.5
9999 Sundries 2.12 L.S. 26 55.12
TOTAL 2485.78
TOTAL 2510.64
TOTAL 2863.38
TOTAL 3292.89
Cost for 10.8 sqm. 3325.82
Say 307.95
5.9.16.1 Under 20 cm wide
Details of cost for a 3mx3m slab 15cms thick
12m edge Length
MATERIAL
after being
used 8 times.
(i) Planks 30mm thick (2nd class Kail wood

or equivalent local soft wood)
4x3x0.15x0.030=0.054cum
Wastage @5% = 0.003 cum.
Total = 0.057 cum 57 cudm
Qty taken for cost of using =7.125 cudm
(ii) Battens 75mmx100mm (2nd class Kail wood)

Horizontal 2x4x0.075x0.1x0.5=0.030
Horizontal 2x4x0.075x0.1x1.5=0.090
(iii) Vertical battens
16x0.15x0.075x0.030m = 0.0054
(iv) Struts
16x0.25x0.075x0.075=0.0225
Total = 0.1479
Wastage @5% = 0.0074
Total = 0.1553 cum = 155 cudm
Qty taken for cost ef using =19.375 cudm

Planks = 0.057 cum.
Total = 0.212 cum.
LABOUR
For assembling erection dismantling & cleaning.
0114 Beldar 645.00 day 0.54 348.3
9999 Sundries 2.12 L.S. 5.2 11.02
TOTAL 1631.62
TOTAL 1647.94
TOTAL 1879.48
TOTAL 2161.4
Cost of 12 metres 2183.01
Cost of one meter 181.92
Say 181.9
5.9.16.2 Above 20 cm wide
Details of cost for 4mx4xslab 25cms thick
16 metre edge length
Shuttering surface area = 16 x 0.25 = 4 sqm
MATERIAL
1198 Second class kail wood in planks 260.00 10 cudm 2 520
(i) Planks 38mm thick

4x4x0.25x0.038 = 0.152
Wastage @ 5% = 0.008
Total = 0.160 cum. = 160 cudm
Qty taken for cost of using = 20 cudm
(ii) Battens
6x2x0.6x0.075x0.100=0.054
5x2x1.5x0.075x0.100=0.113
Total = 0.167
Wastage @ 5% = 0.008
Total= 0.175 cum. = 175 cudm
Qty taken for cost of using = 21.88 cudm

Planks = 0.16 cum.
Total = 0.335 cum.
LABOUR
For assembling erection dismantling & cleaning.
0114 Beldar 645.00 day 0.75 483.75
9999 Sundries 2.12 L.S. 6.5 13.78
TOTAL 2308.26
TOTAL 2331.34
TOTAL 2658.89
TOTAL 3057.72
Say 772.1
5.9.17 Cornices and mouldings
Details of cost for 10m long moulding 10cm projection,
20cm
depth and 40cm girth
Area in contact 10x0.4 = 4.0 sqm.
MATERIAL
after being
used 8 times.
(I) Planking 30mm thick = 4sqm.

Extra & Wastage 20% = 0.8 sqm.
Total = 4.8 sqm.
4.8x0.038 = 0.182 cum = 182 cudm
(ii) Battens-Joining to Planking

1x10x0.1x0.075 = 0.075 cum.
From bottom shuttering
10x1.5x0.1x0.075 = 0.113 cum.
Wales
10x0.4mx0.1x0.075 = 0.030 cum.
2447 Hollock ballies 125 mm diameter 36.00 metre 3.15 113.4
(iii) Ballies 125 mm dia.
Slant 10x0.3 = 3 m
ver. 6x3.5 = 21.0 m
Total= 24.0 m
Wastage @ 5% = 1.2 m
Total= 25.2 m
Qty taken for cost using = 3.15m
Planking = 0.188 cum.
Battens & Wales = 0.218 cum.
Ballies
25.2x22/7x(0.125)²/4 = 0.310 cum.
Total = 0.710 cum.
Qty taken for cost using 0.0888 cum
LABOUR
Labour for assembling, erection, dismantling & cleaning

0114 Beldar 645.00 day 0.63 406.35
9999 Sundries 2.12 L.S. 6.5 13.78
TOTAL 2299.99
TOTAL 2322.99
TOTAL 2649.37
TOTAL 3046.78
Say 769.3
5.9.18 Small surfaces such as cantilever ends, brackets and ends of steps, caps and bases to pilasters and
Code columns and the like
Details of cost for a bracket
1.20m projected
Front area 0.50x0.60m
End area 0.50x0.75m
Area in contact with concrete
2x{(0.60+0.75)/2x1.2} = 1.62 sqm.
Front 0.5x0.6 = 0.30 sqm.
Bottom 0.5x1.21 = 0.605 sqm.
Total = 2.525 sqm.
MATERIAL
after being
used 8 times.
Timber IInd class kail wood or equivalent local soft wood
(I) Plank 30mm thick.

Sides 2{(0.60+0.75)/2x1.238} = 1.6713sqm
Battens 0.576x1.21 = 0.697
Front 0.5x0.638 = 0.319
Total = 2.687 sqm.
Cubical contents
2.687x0.038 = 0.102 cum.
Wastage @ 5% = 0.005 cum.
Total = 0.107 cum.
(ii) Battens-0.05x0.05
2x1.238 = 2.476m
2x1.21 = 2.42m
2x0.688 = 1.376m
2x0.838 = 1.676m
3x0.5 = 1.50m
Total = 9.448m
Cubical contents
9.448x0.05x0.05 = 0.024 cum.
Wastage 5% = 0.0012 cum.
Total = 0.0252 cum = 25.2 cudm
(iii) Ballies 125mm dia.
1x2.5 = 2.50m
1x2.65 = 2.65m
Total = 5.15 m
Wastage 5% = 0.26m
Total = 5.41 m
Qty taken for cost using 0.6763 m
Planks = 0.107 cum.
Ballies 5.41x22/7x(0.125²/4 = 0.066 cum.
Total = 0.198 cum
Qty taken for cost using =0.0248 cudm
LABOUR

0114 Beldar 645.00 day 0.8 516
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 1561.01
TOTAL 1576.62
TOTAL 1798.14
TOTAL 2067.86
Cost of 2.525 sqm. 2088.54
Say 827.15
5.9.19 Weather shade, Chajjas, corbels etc., including edges
Details of cost for a weather shade
Area of centring and shuttering = 0.954 sqm
For a weather shade over a window of size 1.5mx1.2m
Size of weather shade 1.80x0.45m

Thickness at front = 0.05m
Thickness at fixed edge = 0.07m
Area in contact with concrete Bottom
1x0.45x1.80 = 0.810
1x0.05x1.80 = 0.090
2x0.45x0.06 = 0.054
Total = 0.954 sqm.
MATERIAL
after being
used 8 times.
(i) Planking 38mm thick.

Bottom 1x1.876x0.488 = 0.915 sqm.
1x1.876x0.05 = 0.94 sqm.
2x0.45x0.06 = 0.027 sqm.
Total = 1.036 sqm.
Add 5% wastage = 0.052 sqm.
Total = 1.088 sqm.
Cubic contains
1.088x0.038 = 0.041 cum = 41 cudm
(ii) Battens-
2x0.60x0.075x0.10 = 0.009
Ends with bearing center
1x0.45x0.075x0.10 = 0.003
Qty taken for cost using cudm
(iii) Ballies 125mm dia.
2x2.1 = 4.2m
Wastage 5% = 0.21m
Total = 4.41 m
Qty taken for cost using = 0.5513 m
Carriage:
Plank = 0.041 cum.
Ballies
4.41x22/7x(0.125)²/4 = 0.054 cum.
Total = 0.107 cum
LABOUR

0114 Beldar 645.00 day 0.25 161.25
9999 Sundries 2.12 L.S. 5.2 11.02
TOTAL 581.08
TOTAL 586.89
TOTAL 669.35
TOTAL 769.75
Cost for 0.954 sqm. 777.45
Say 814.95
5.9.20 Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick
Detail of cost for a room
4.50x3 = 13.50 sqm, height 3.5 m
MATERIAL
cost
10.1 Rate as per Item No.10.1 of SH:Steel Work 93.05 kg 5.425 504.8
Plates (size 0.75 x 0.60)
Angle 40x40x5mm
2x0.75 = 1.50 m
2x0.60 = 1.20 m
= 2.70 m @ 3.00 kg/m = 8.1 kg
Total = 8.51kg
Qty taken for cost using once.=
255.30x0.85/40 = 5.425 kg
Welding length = (30x32)/40=24 cm
1215 Welding by electric plant 2.00 cm 24 48
8659 Water proof ply 12mm thick. 525.00 sqm 1.77 929.25
1x4.50x3.00=13.50sqm
Add wastage @ 5% =0.68sqm
Total 14.18sqm
Qty taken for cost using once 14.18/8 = 1.77sqm
0114 Beldar 645.00 day 0.125 80.63
1034 Bolts and nuts upto 300 mm in length 5200.00 quintal 0.0021 10.92

9999 Assembly nut & bolts etc. 2.12 L.S. 12.63 26.78
9977 Carriage 2.12 L.S. 130 275.6
LABOUR
0116 Fitter (grade 1) 784.00 day 3 2352
0114 Beldar 645.00 day 6 3870
9999 Sundries 2.12 L.S. 52 110.24
TOTAL 8741.91
(8741.91 - 504.8) = 8237.11
TOTAL 8824.28
on (8824.28 - 504.8) = 8319.48 x 0.1405
TOTAL 9993.17
except (A) i.e. on (9993.17 - 504.8) = 9488.37
TOTAL 11416.43
(11416.43 - 504.8) = 10911.63
Cost for 13.50 sqm. 11525.55
Say 853.75
5.9.21 Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
Details of cost for a beam of 6 m clear span, 0.50 m deep
0.30
m wide and height 3.5 m from floor
Cubical contents
6.60x0.5x0.3 = 0.99 cum
1x1.30x6.00 = 7.80 sqm
MATERIAL
of 8
times

cost of
material
10.1 Rate as per Item No.10.1 of SH:Steel Work 93.05 kg 3.72 346.15
Steel plates for side and bottom (plate size 1.20 x 0.50m)
Angle 40x40x5mm (both sides) & bottom

2x(2x1.20) = 4.80 +(2x1.2) =7.20m
2x(3x0.50)=3.00+(3x0.30)=3.9m
11.10 m @ 3.00 kg/m =33.30 kg
Weight of one plate = 11.70 kg.
Add for wastage =1.67kg.
Total =34.97 kg.
Total weight of all plates
5x34.97 = 174.85 kg
Qty taken for cost of using =3.72
kg
Welding length 480/40= 12 cm
1215 Welding by electric plant 2.00 cm 12 24
8659 Water proof ply 12mm thick. 525.00 sqm 1.02 535.5
1x1.30x6.00 = 7.80 sqm
Add 5% wastage = 0.39 sqm
Total = 8.19 sqm
Qty taken for cost of using once 8.19/8 sqm= 1.02 sqm

0114 Beldar 645.00 day 0.125 80.63
1034 Bolts and nuts upto 300 mm in length 5200.00 quintal 0.0021 10.92
Qty taken for cost of using =0.1275 m
7344 Beam clamp 300-380 mm (450-1070 mm) 355.00 each set 0.1063 37.74
Qty taken for cost of using = 0.1063m
9999 Assembly nut & bolts etc. 2.12 L.S. 11.05 23.43
9977 Carriage 2.12 L.S. 78 165.36
LABOUR
0116 Fitter (grade 1) 784.00 day 1.25 980
0114 Beldar 645.00 day 2.5 1612.5
9999 Sundries, paper tape etc. 2.12 L.S. 26 55.12
TOTAL 4165.04
(4165.04 - 346.15) = 3818.89
TOTAL 4203.23
on (4203.23 - 346.15) = 3857.08 x 0.1405
TOTAL 4745.15
except (A) i.e. on (4745.15 - 346.15) = 4399
TOTAL 5405
Add 1 % for Labour Cess on all except (A) i.e. on (5405 - 50.59
346.15) = 5058.85
Cost for 7.80 sqm. 5455.59
Say 699.45
5.10 Providing and fixing tie bolt, spring coil and plastic cone in wall shuttering complete as per the
5.10.1 direction
12 mm dia. of &
Engineer-in-charge.
100 mm length
Details of cost for wall length 7.90mx1m (24 set)
MATERIAL
7320 Tie bolt 12 mm dia 100 mm length 38.00 each 24 912
7324 Spring coil 12 mm 15.00 each 48 720
7325 Plastic cone 12 mm dia 15.00 each 48 720
9977 Carriage: 2.12 L.S. 13 27.56
LABOUR
9999 Sundries 2.12 L.S. 26 55.12
TOTAL 2434.68
TOTAL 2459.03
TOTAL 2804.52
TOTAL 3225.2
Cost for 24 sets 3257.45
Cost of 1 each set 135.73
Say 135.75
5.10.2 direction
12 mm dia. of &
Engineer-in-charge.
150 mm length
MATERIAL
9977 Carriage: 2.12 L.S. 13 27.56
LABOUR
9999 Sundries 2.12 L.S. 26 55.12
TOTAL 2674.68
TOTAL 2701.43
TOTAL 3080.98
TOTAL 3543.13
Say 149.1
5.10.3 direction
20 mm dia. of &
Engineer-in-charge.
150 mm length
MATERIAL
9977 Carriage: 2.12 L.S. 13 27.56
LABOUR
9999 Sundries 2.12 L.S. 26 55.12
TOTAL 2890.68
TOTAL 2919.59
TOTAL 3329.79
TOTAL 3829.26
Say 161.15
5.10.4 direction
20 mm dia.&of Engineer-in-charge.
225 mm length
MATERIAL
9977 Carriage: 2.12 L.S. 13 27.56
LABOUR
9999 Sundries 2.12 L.S. 26 55.12
TOTAL 3130.68
TOTAL 3161.99
TOTAL 3606.25
TOTAL 4147.19
Say 174.55
5.11 Extra for additional height in centering, shuttering where ever required with adequate bracing,
5.11.1 propping etc.,
Suspended including
floors, roofs,cost of de-shuttering
landing, and decentering
beams and balconies at all
(Plan area to levels, over a height of 3.5 m, for
be measured)
Details of cost for a Room of size 6mx4.8m = 28.8 sqm.
MATERIAL
Assuming that shuttering material will become
unserviceable
after use 40 times
cost
material
Add 10% of cost of material for maintenance
7345 Prop 4 m 910.00 each 0.4463 406.13
Qty taken for cost using x0.85/40 = 0.4463
Deduct the rate of 3m prop

7343 Adjustable telescopic prop 3 m (2.02-3.75 m) 955.00 each -0.4463 -426.22

Bracing
MS tube 40mm
7x4.8m = 33.60m
3x6.0m = 18.00m
Total = 51.60m
7346 Double coupler (40x40) 46.00 each 0.4463 20.53

Qty taken for cost using x0.85/40 = 0.4463
9977 Carriage 2.12 L.S. 65 137.8

LABOUR
0116 Fitter (grade 1) 784.00 day 3 2352
0114 Beldar 645.00 day 6 3870
9999 Sundries 2.12 L.S. 130 275.6
TOTAL 6871.59
TOTAL 6940.31
TOTAL 7915.42
TOTAL 9102.73
Cost for 28.8 sqm. 9193.76
Say 319.25
5.12 Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement
Code concrete work in string courses, bands, copings, bed plates, anchor
Description Rate blocks,Unitplain window
Qty sills Total
and the
MATERIAL
Cement concrete 1:1½:3 in string or lacing course etc
4.5.1 Rate as per Item No.4.5.1 of SH:CONCRETE WORK 9277.80 cum 1 9277.8
(NB : Rate has been taken including cost of fixing in CM
1:2 as
precast members are to be fixesd in CM 1:2)(1 cement :
2
coarse sand) as per CPWD specifications)
LABOUR
0114 Beldar 645.00 day 0.1 64.5
0101 Bhisti 714.00 day 0.2 142.8
0128 Mate 714.00 day 0.04 28.56
TOTAL 9573.58
(9573.58 - 9277.8) = 295.780000000001
TOTAL 9576.54
on (9576.54 - 9277.8) = 298.740000000001 x 0.1405
TOTAL 9618.51
except (A) i.e. on (9618.51 - 9277.8) =
340.709999999999
TOTAL 9669.62
(9669.62 - 9277.8) = 391.82
Say 9673.55
5.12A Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement
Code concrete work in string courses, bands, copings, bed plates, anchor
Description Rate blocks,Unitplain window
Qty sills Total
and the
MATERIAL:
Cement concrete1:1.5:3 in string or lacing course etc
4.5.1 Rate as per Sub AR-2 (Ref item no 4.5.1) 9277.80 cum 1 9277.8
(NB : Rate has been taken including cost of fixing in CM
1:2 as precast members are to be fixed in CM 1:2)(1
cement: 2 coarse sand) as per CPWD specifications
LABOUR:
0114 Beldar 645.00 day 0.1 64.5
0101 Bhisti 714.00 day 0.2 142.8
0128 Mate 714.00 day 0.04 28.56
Total 9573.58
(9573.58 - 9277.8) = 295.780000000001
TOTAL 9576.54
on (9576.54 - 9277.8) = 298.740000000001 x 0.1405
TOTAL 9618.51
except (A) i.e. on (9618.51 - 9277.8) =
340.709999999999
TOTAL 9669.62
(9669.62 - 9277.8) = 391.82
Say 9673.55
5.13 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels
Code not exceeding 1.5m clear span up to floor five level, includingRate
Description the cost ofUnit
required Qty
centering, Total
Details of cost for a lintel :
Qty = 0.054 cum
MATERIAL
1.5m clear span = 1.8x0.20x0.15 = 0.054 cum.
Cement Concrete 1:1½:3
4.2.2 Rate as per Item No.4.2.2 of SH: Concrete Work 9793.75 cum 0.054 528.86
Centring and shuttering
4.3.1 Rate as per item no. 4.3.1 of SH: Concrete work 307.95 sqm 0.6 184.77
LABOUR
0114 Beldar 645.00 day 0.005 3.23
0101 Bhisti 714.00 day 0.01 7.14
0128 Mate 714.00 day 0.002 1.43
TOTAL 728.43
(728.43 - 713.63) = 14.8
TOTAL 728.58
on (728.58 - 713.63) = 14.95 x 0.1405
TOTAL 730.68
except (A) i.e. on (730.68 - 713.63) = 17.05
TOTAL 733.24
- 713.63) = 19.6099999999999
Cost for 0.054 cum. 733.44
Cost per cum 13582.22
Say 13582.2
5.13A Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in small lintels
Code not exceeding 1.5 m clear span up to floor five level, including
Description the cost ofUnit
Rate requiredQty
centering, Total
Details of cost for a lintel Qty = 0.054 cum
MATERIAL:
1.5m clear span = 1.8x0.20x0.15 = 0.054 cum.
Cement Concrete 1:1.5:3
4.2.2 Rate as per Sub AR-4 (Ref item no 4.2.2) 9793.75 cum 0.054 528.86
4.3.1 Rate as per Item Number 4.3.1 of SH: Concrete work 307.95 sqm 0.6 184.77
LABOUR:
0114 Beldar 645.00 day 0.005 3.23
0101 Bhisti 714.00 day 0.01 7.14
0128 Mate 714.00 day 0.002 1.43
Total 728.43
(728.43 - 713.63) = 14.8
TOTAL 728.58
on (728.58 - 713.63) = 14.95 x 0.1405
TOTAL 730.68
except (A) i.e. on (730.68 - 713.63) = 17.05
TOTAL 733.24
- 713.63) = 19.6099999999999
Cost of 0.054 cum 733.44
Say 13582.2
Code concrete in mouldings as in cornices, windows sills etc, including
Description Rate settingUnit
in cementQtymortar 1:3Total
(1
Details of cost for 1mx0.20x0.15=0.03 cum
MATERIAL
Extra labour for lifting
0.45 x 0.03 x 2.5 = 0.034
0115 Coolie 645.00 day 0.034 21.93
9999 Mortar and labour for hoisting and for fixing 2.12 L.S. 2.73 5.79
4.3.1 Rate as per Item No.4.3.1 of SH: Concrete Work 307.95 sqm 0.36 110.86
9999 Add for extra labour for hoisting 2.12 L.S. 1.61 3.41
53.82x0.03 = 1.61
LABOUR
Add Extra labour for moulding :
0.58x0.03
0.58x0.03
0115 Coolie 645.00 day 0.045 29.03
1.5x0.03
0101 Bhisti 714.00 day 0.0018 1.29
0.06x0.03
Extra labour for laying CC in RCC
0114 Beldar 645.00 day 0.003 1.94
0.1x0.03
0101 Bhisti 714.00 day 0.006 4.28
0.2x0.03
0.04x0.03
0.04x0.03
0128 Mate 714.00 day 0.0012 0.86
0.04x0.03
TOTAL 440.76
(440.76 - 344.37) = 96.39
TOTAL 441.72
on (441.72 - 344.37) = 97.35 x 0.1405
TOTAL 455.4
except (A) i.e. on (455.4 - 344.37) = 111.03
TOTAL 472.05
- 344.37) = 127.68
Say 15777.65
Code concrete in mouldings as in cornices, windows sills etc. including
Description Rate settingUnit
in cementQty
mortar 1:3Total
(1
Details of cost for one 1 x 0.20 x 0.15 = 0.03 cum
MATERIAL:
4.1.2 Rate as per sub AR-1 (Ref item no 4.1.2) 7783.70 cum 0.03 233.51
Extra labour for lifting
0.45 x 0.03 x 2.5 = 0.034
0115 Coolie 645.00 day 0.034 21.93
9999 Mortar and labour for hoisting and for fixing 2.12 L.S. 2.73 5.79
53.82x0.03
9999 Add for extra labour for hoisting 2.12 L.S. 1.61 3.41
LABOUR:
Add Extra labour for moulding
0.58x0.03
0.58x0.03
0115 Coolie 645.00 day 0.045 29.03
1.5x0.03
0101 Bhisti 714.00 day 0.0018 1.29
0.06x0.03
Extra labour for laying CC in RCC
0114 Beldar 645.00 day 0.003 1.94
0.1x0.03
0101 Bhisti 714.00 day 0.006 4.28
0.2x0.03
0.04x0.03
0.04x0.03
0128 Mate 714.00 day 0.0012 0.86
0.04x0.03
Total 440.76
(440.76 - 344.37) = 96.39
TOTAL 441.72
on (441.72 - 344.37) = 97.35 x 0.1405
TOTAL 455.4
except (A) i.e. on (455.4 - 344.37) = 111.03
TOTAL 472.05
- 344.37) = 127.68
Cost of 0.03 cum 473.33
Say 15777.65
Code concrete in lintels, beams and bressumers, including setting in
Description cement mortar
Rate Unit 1:3 (1Qtycement : Total
3 coarse
Details of cost for beam 6.60m long 0.50m deep and
0.30m
wide = 6.60x0.50x0.30 = 0.99 cum.
MATERIAL
4.3.1 Rate same as per item no. 4.3.1 of SH: Concrete work 307.95 sqm 6.9 2124.86
Extra labour for lifting material upto floor V level

0115 Coolie 645.00 day 1.11 715.95
LABOUR
Extra labour for laying cement concrete in RCC work
0114 Beldar 645.00 day 0.099 63.86

0.10x0.99
0101 Bhisti 714.00 day 0.198 141.37
0.20x0.99
0.04x0.99
0.04x0.99
0128 Mate 714.00 day 0.0396 28.27
0.04x0.99
9999 Cement mortar 1:3 for fixing 2.12 L.S. 89.7 190.16
9999 Labour for hoisting, Transporting and setting in position 2.12 L.S. 269.1 570.49
TOTAL 11600.14
(11600.14 - 9830.72) = 1769.42
TOTAL 11617.83
on (11617.83 - 9830.72) = 1787.11 x 0.1405
TOTAL 11868.92
except (A) i.e. on (11868.92 - 9830.72) = 2038.2
TOTAL 12174.65
(12174.65 - 9830.72) = 2343.93
Cost for 0.99 cum 12198.09
Say 12321.3
Code concrete in lintels, beams and bressumers including setting inRate
Description cement mortar
Unit 1:3 (1 cement : 3Total
Qty coarse
Details of cost for a beam 6.60m long 0.50m deep and
0.30m wide = 6.60x0.50x0.30 = 0.99 cum

MATERIAL:
0115 Coolie 645.00 day 1.11 715.95
LABOUR:
Extra labour for laying cement concrete in RCCwork
0114 Beldar 645.00 day 0.099 63.86
0.10x0.99
0101 Bhisti 714.00 day 0.198 141.37
0.20x0.99
0.04x0.99
0.04x0.99
0128 Mate 714.00 day 0.0396 28.27
0.04x0.99
Total 11600.14
(11600.14 - 9830.72) = 1769.42
TOTAL 11617.83
on (11617.83 - 9830.72) = 1787.11 x 0.1405
TOTAL 11868.92
except (A) i.e. on (11868.92 - 9830.72) = 2038.2
TOTAL 12174.65
(12174.65 - 9830.72) = 2343.93
Cost of 0.99 cum 12198.09
Say 12321.3
Code concrete in shelves, including setting in cement mortar 1:3 (1cement
Description Rate : 3 Unit
coarse sand),
Qty cost of required
Total
Details of cost for on shelf 0.90x0.45x0.04m thick =
0.90x0.45x0.04m = 0.0162 cum
Finishing
13.18 Rate same as per iem no. 13.18 of SH : Finishing 67.80 sqm 0.85 57.63
Centring and shuttering:
4.3.1 Rate same as per item no. 4.3.1 of SH : concrete work 307.95 sqm 0.108 33.26
2x(0.90+0.45)x0.04 = 0.108 sqm

0115 Coolie 645.00 day 0.018 11.61
LABOUR
Extra labour for laying cement concrete in RCC work due
to
delay etc.
0114 Beldar 645.00 day 0.016 10.32
0101 Bhisti 714.00 day 0.0032 2.28
0128 Mate 714.00 day 0.0006 0.43
TOTAL 280.56
(280.56 - 216.99) = 63.57
TOTAL 281.2
on (281.2 - 216.99) = 64.21 x 0.1405
TOTAL 290.22
except (A) i.e. on (290.22 - 216.99) = 73.2299999999999
TOTAL 301.2
Add 1 % for Labour Cess on all except (A) i.e. on (301.2 - 0.84
216.99) = 84.21
Cost for 0.0162 cum 302.04
Say 18644.45
Code concrete in shelves including setting in cement mortar 1:3 (1 Rate
Description cement : 3 Unit
coarse sand),
Qty cost of required
Total
Details of cost for one shelf 0.90x0.45x0.04m thick =
0.90x0.45x0.04m = 0.0162 cum

Finisihing
13.18 Rate as per Item Number 13.18 of SH: Finishing 67.80 sqm 0.85 57.63
Centring and shuttering:2x(0.90+0.45)x0.04 = 0.108 sqm
0115 Coolie 645.00 day 0.018 11.61
LABOUR:
to delay etc.
0114 Beldar 645.00 day 0.016 10.32

0101 Bhisti 714.00 day 0.0032 2.28
0128 Mate 714.00 day 0.0006 0.43
9999 Labour for hoisting, Transporting and setting 2.12 L.S. 13.52 28.66
Total 280.56
(280.56 - 216.99) = 63.57
TOTAL 281.2
on (281.2 - 216.99) = 64.21 x 0.1405
TOTAL 290.22
except (A) i.e. on (290.22 - 216.99) = 73.2299999999999
TOTAL 301.2
216.99) = 84.21
Cost of 0.0162 cum 302.04
Say 18644.45
Code concrete in vertical & horizontal fins, individually or forming Rate
Description box louvers,Unit
setting inQty
cement mortar
Total 1:2
Details of cost for 4 RCC vertical fins 4m high at 1m
centre to
centre with two horizontal fins, all projecting 60cm from
face of
wall and 5cm thick cubical contents = 0.66 cum.
MATERIAL
4.3.1 Rate as per item no. 4.3.1 of SH: Concrete work 307.95 sqm 2.56 788.35
0115 Coolie 645.00 day 0.75 483.75
LABOUR
to
delay etc.
0114 Beldar 645.00 day 0.066 42.57
0101 Bhisti 714.00 day 0.132 94.25
0128 Mate 714.00 day 0.0264 18.85
9999 Sundries 2.12 L.S. 17.94 38.03

TOTAL 6832.75
(6832.75 - 5925.59) = 907.16
TOTAL 6841.82
on (6841.82 - 5925.59) = 916.23 x 0.1405
TOTAL 6970.55
except (A) i.e. on (6970.55 - 5925.59) = 1044.96
TOTAL 7127.29
(7127.29 - 5925.59) = 1201.7
Say 10817.15
Code concrete in vertical & horizontal fins individually or forming box
Description RatelouversUnit
setting in Qty
cement mortar
Total1:2
Details of cost for 4 RCC vertical fins 4m high at lm
centre
to centre with two horizontal fins, all projecting 60cm
from
face of wall and 5cm thick cubical contents = 0.66 cum
MATERIAL:
0115 Coolie 645.00 day 0.75 483.75
LABOUR:
to delay etc.
0114 Beldar 645.00 day 0.066 42.57

0101 Bhisti 714.00 day 0.132 94.25
0128 Mate 714.00 day 0.0264 18.85
9999 Labour for hoisting, Transporting and setting 2.12 L.S. 71.76 152.13
9999 Sundries 2.12 L.S. 17.94 38.03
Total 6832.75
(6832.75 - 5925.59) = 907.16
TOTAL 6841.82
on (6841.82 - 5925.59) = 916.23 x 0.1405
TOTAL 6970.55
except (A) i.e. on (6970.55 - 5925.59) = 1044.96
TOTAL 7127.29
(7127.29 - 5925.59) = 1201.7
Cost of 0.66 cum 7139.31
Say 10817.15
5.18 Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone
5.18.1 aggregate
50 mm thick 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering and
Details of cost for jali 2.00mx0.75m = 1.50 sqm.
0768 Cement Concrete Jali 50 mm thick 400.00 sqm 1.5 600
9999 Mortar for fixing 2.12 L.S. 6.24 13.23
9988 Carriage and sundries 2.12 L.S. 6.2 13.14
LABOUR
0114 Beldar 645.00 day 1.08 696.6
TOTAL 1772.37
TOTAL 1790.09
TOTAL 2041.6
TOTAL 2347.84
Cost of 1.50 sqm. 2371.32
Say 1580.9
5.18.2 aggregate
Details of cost for 1.2mx0.60m = 0.72 sqm.
0769 Cement Concrete Jali 40 mm thick 350.00 sqm 0.72 252
LABOUR
0114 Beldar 645.00 day 0.5 322.5
TOTAL 769.7
TOTAL 777.4
TOTAL 886.62
TOTAL 1019.61
Cost of 0.72 sqm. 1029.81
Say 1430.3
5.18.3 aggregate
Details of cost for jali 0.75mx0.5m = 0.375 sqm
0770 Cement Concrete Jali 25 mm thick 275.00 sqm 0.375 103.13
LABOUR
0114 Beldar 645.00 day 0.25 161.25
TOTAL 361.98
TOTAL 365.6
TOTAL 416.97
TOTAL 479.52
Cost of 0.375 sqm. 484.32
Say 1291.5
5.19 Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5
Code coarse sand (zone-III) derived from natural sources : 3 gradedRate
Description stone aggregate
Unit 20 mm
Qty nominalTotal
size
Consider 2 R.S. Joist (150mmx80mm) 4.88m long placed
30cm
apart centre to centre
Overall dimensions of the beam 43cmx20cm-
MATERIAL
Concrete work- 4.93x0.43x0.20 = 0.424 cum for 1:1½:3
Cement
Concrete (1 cement: 1½ coarse sand : 3 stone aggregate
20mm nominal size)
Extra labour for laying C.C. in RCC work
0114 Beldar 645.00 day 0.042 27.09
0101 Bhisti 714.00 day 0.085 60.69
0128 Mate 714.00 day 0.017 12.14
Form work-
4.93x0.83 girth = 4.09 sqm.
5.9.5 Rate as per item 5.9.5 of SH: Reinforced cement 608.35 sqm 4.09 2488.15
concrete work
9999 Sundries and for lifting materials 2.12 L.S. 21.58 45.75
TOTAL 5959.58
(5959.58 - 5788.44) = 171.14
TOTAL 5961.29
on (5961.29 - 5788.44) = 172.85 x 0.1405
TOTAL 5985.58
except (A) i.e. on (5985.58 - 5788.44) = 197.14
TOTAL 6015.15
(6015.15 - 5788.44) = 226.71
Cost of 0.424 cum 6017.42
Cost of 1 cum. 14192.03
Say 14192.05
5.19A Encasing rolled steel sections, in beams and columns, with cement concrete 1:1.5:3 (1 cement : 1.5
Code coarse sand incuding manufactured sand derived from Recycled
Description RateConcrete Aggregate
Unit Qty(RCA) upto 20%:
Total
Consider 2 R.S. Joists (150mmx80mm) 4.88m long placed
30cm apart centre to centre
Overall dimensions of the beam 43cmx20cm

MATERIAL:
Concrete work :4.93x0.43x0.20 = 0.424 cum
For 1:1.5:3 Cement Concrete (1 cement: 1½ coarse sand
(RCA) upto 20% : 3 stone aggregate 20mm nominal size
(RCA) upto 20%)
0114 Beldar 645.00 day 0.042 27.09
0101 Bhisti 714.00 day 0.085 60.69
0128 Mate 714.00 day 0.017 12.14
Form work-4.93x0.83 girth = 4.09 sqm
5.9.5 Rate as per Item Number 5.9.5 of SH: Reinforced cement 608.35 sqm 4.09 2488.15
concrete work
9999 Sundries and for lifting materials 2.12 L.S. 21.58 45.75
Total 5959.58
(5959.58 - 5788.44) = 171.14
TOTAL 5961.29
on (5961.29 - 5788.44) = 172.85 x 0.1405
TOTAL 5985.58
except (A) i.e. on (5985.58 - 5788.44) = 197.14
TOTAL 6015.15
(6015.15 - 5788.44) = 226.71
Cost of 0.424 cum 6017.42
Say 14192.05
5.20 Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand
Code (zone-III) derived from natural sources : 3 graded stone aggregate
Description Rate 20 mmUnitnominal Qty
size derivedTotal
from
Details of cost for the grillage 3.50mx3.50mx1.00m =
12.25 cum
0114 Beldar 645.00 day 1.225 790.13
0101 Bhisti 714.00 day 2.45 1749.3
0128 Mate 714.00 day 0.49 349.86
Shuttering :
2(3.50+3.50)x1.00= 14.00 sqm
5.9.5 Rate as per item 5.9.5 of SH: Reinforced cement 608.35 sqm 14 8516.9
concrete work
TOTAL 107490.54
(107490.54 - 103867.23) = 3623.31
TOTAL 107526.77
on (107526.77 - 103867.23) = 3659.54 x 0.1405
TOTAL 108040.94
except (A) i.e. on (108040.94 - 103867.23) =
4173.70999999999
TOTAL 108667
Add 1 % for Labour Cess on all except (A) i.e. on (108667 48
- 103867.23) = 4799.76999999999
Cost of 12.25 cum. 108715
Say 8874.7
5.20A Encasing rolled steel section in grillages with cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand
Code incuding manufactured sand derived from Recycled ConcreteRate
Description Aggregate Unit
(RCA) uptoQty
20% : 3 graded
Total
Details of cost for the grillage 3.50mx3.50mx1.00m
Cement concrete 1:1.5:3 3.50mx3.50x1.00=12.25cum

0114 Beldar 645.00 day 1.225 790.13
0101 Bhisti 714.00 day 2.45 1749.3
0128 Mate 714.00 day 0.49 349.86
Shuttering :2(3.50+3.50)x1.00= 14.00 sqm
5.9.5 Rate as per Item Number 5.9.5 of SH: Reinforced cement 608.35 sqm 14 8516.9
concrete work
Total 107490.54
(107490.54 - 103867.23) = 3623.31
TOTAL 107526.77
on (107526.77 - 103867.23) = 3659.54 x 0.1405
TOTAL 108040.94
except (A) i.e. on (108040.94 - 103867.23) =
4173.70999999999
TOTAL 108667
Add 1 % for Labour Cess on all except (A) i.e. on (108667 48
- 103867.23) = 4799.76999999999
Cost of 12.25 cum 108715
Say 8874.7
5.21 Extra for providing and fixing expanded metal mesh of size 20x60 mm and strands 3.25 mm wide 1.6
Code mm thick weighing 3.64 kg per sqm for encasing of rolled steel
Description sections in
Rate beams, columns
Unit Qty and
Total
Deatail of cost for 10 sqm
MATERIAL
Expended metal 20 mm x 60 mm and 1.6 mm thick = 10
sqm
Wastage 5% = 0.5 sqm
Total =10.50 sqm
1015 Mild steel expanded metal 20x60 mm strands 280.00 sqm 10.5 2940
9977 Carriage of expended metal 2.12 L.S. 13.52 28.66
9999 Wire for tieing 2.12 L.S. 13.52 28.66
Cost of bending and placing in position
0102 Blacksmith 1st class 784.00 day 0.25 196
0114 Beldar 645.00 day 0.25 161.25
TOTAL 3354.57
TOTAL 3388.12
TOTAL 3864.15
TOTAL 4443.77
Say 448.8
5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and
5.22.1 binding
Mild alland
steel complete
Mediumupto plinthsteel
Tensile level.
bars
Details of cost for 1 quintal-
MATERIAL
Mild steel bars = 1.00 q
Wastage 5% = 0.05 q
Total = 1.05 q
1004 Average rate of Mild steel round bars for reinforcements 4850.00 quintal 1.05 5092.5
2205 Carriage of Steel 1.05/10 = 0.105t 145.72 tonne 0.105 15.3

9999 Cover block 2.12 L.S. 26 55.12
LABOUR
For straightening, cutting, bending, binding and placing
in
position-
0102 Blacksmith 1st class 784.00 day 1 784
0114 Beldar 645.00 day 1 645
9999 Sundries and binding wire 2.12 L.S. 26.91 57.05
TOTAL 6648.97
TOTAL 6715.46
TOTAL 7658.98
TOTAL 8807.83
Cost of one quintal 8895.91
Cost of 1 Kg. 88.96
Say 88.95
5.22.2 binding
Hard all complete
drawn steel wireupto plinth level.
MATERIAL
Hard drawn steel wire = 1.00 q
Wastage 5% = 0.05 q
Total = 1.05 q
1224 Hard drawn steel wire 4800.00 quintal 1.05 5040
2205 Carriage of Steel 1.05q = 0.105 tonne 145.72 tonne 0.105 15.3
LABOUR
For cutting and laying in position etc.-
0114 Beldar 645.00 day 1 645
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 6541.35
TOTAL 6606.76
TOTAL 7535.01
TOTAL 8665.26
Cost of 1 Kg. 87.52
Say 87.5
5.22.3 binding
Cold all complete
twisted bars upto plinth level.
MATERIAL
Deformed twisted steel bars = 1.00 q
Wastage 5% = 0.05 q
Total = 1.05q
1005 Twisted steel / deformed bars 4900.00 quintal 1.05 5145
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
in
position-
0114 Beldar 645.00 day 1 645
TOTAL 6701.47
TOTAL 6768.48
TOTAL 7719.45
TOTAL 8877.37
Cost of 1 Kg. 89.66
Say 89.65
5.22.4 binding
Hot all deformed
rolled complete upto
bars plinth level.
MATERIAL
Wastage 5% = 0.05 q
Total = 1.05q
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
in
position-
0114 Beldar 645.00 day 1 645
TOTAL 6701.47
TOTAL 6768.48
TOTAL 7719.45
TOTAL 8877.37
Cost of 1 Kg. 89.66
Say 89.65
5.22.5 binding
Hard all complete
drawn steel wireupto plinth level.
fabric
MATERIAL
Hard drawn steel wire fabric 100kg , 7.75kg
per sqm = 12.903 sqm.
Total =13.548 sqm
1021 Hard drawn steel wire fabric 430.00 sqm 13.548 5825.64
2205 Carriage 1.05q = 0.105 tonne 145.72 tonne 0.105 15.3
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
For cutting and laying in position.
0114 Beldar 645.00 day 1.5 967.5
TOTAL 7035.02
TOTAL 7105.37
TOTAL 8103.67
TOTAL 9319.22
Cost of 1 Kg. 94.12
Say 94.1
5.22.6 binding all complete upto
Thermo-Mechanically plinth
Treated level.
bars of grade Fe-500D or more.
MATERIAL
Wastage 5% = 0.05 q
Total =1.05q
2205 Carriage of steel 1.05/10 = 0.105t 145.72 tonne 0.105 15.3
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
in
position-
0114 Beldar 645.00 day 1 645
TOTAL 6701.47
TOTAL 6768.48
TOTAL 7719.45
TOTAL 8877.37
Cost of 1 Kg. 89.66
Say 89.65
5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and
5.22A.1 binding
Mild alland
steel complete above
Medium plinth
Tensile level.
steel bars
MATERIAL
Mild steel bars = 1.00 q
` Wastage 5% = 0.05 q
Total = 1.05 q
1004 Average rate of Mild steel round bars for reinforcements 4850.00 quintal 1.05 5092.5
2205 Carriage of Steel NOS/ 10 = 0.105 t 145.72 tonne 0.105 15.3

9999 Cover block 2.12 L.S. 26 55.12
LABOUR
in
position-
0114 Beldar 645.00 day 1 645
TOTAL 6648.97
TOTAL 6715.46
TOTAL 7658.98
TOTAL 8807.83
Cost of 1 Kg. 88.96
Say 88.95
5.22A.2 binding
Hard all complete
drawn steel wireabove plinth level.
MATERIAL
Hard drawn steel wire = 1.00 q
Wastage 5% = 0.05 q
Total = 1.05 q
1224 Hard drawn steel wire 4800.00 quintal 1.05 5040
2205 Carriage of Steel 145.72 tonne 0.105 15.3
LABOUR
For cutting and laying in position etc.-
0114 Beldar 645.00 day 1 645
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 6541.35
TOTAL 6606.76
TOTAL 7535.01
TOTAL 8665.26
Cost of 1 Kg. 87.52
Say 87.5
5.22A.3 binding
Cold all complete
twisted bars above plinth level.
MATERIAL
Wastage 5% = 0.05 q
Total = 1.05q
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
in
position-
0114 Beldar 645.00 day 1 645
TOTAL 6701.47
TOTAL 6768.48
TOTAL 7719.45
TOTAL 8877.37
Cost of 1 Kg. 89.66
Say 89.65
5.22A.4 binding
Hot all deformed
rolled complete above
bars plinth level.
MATERIAL
Wastage 5% = 0.05 q
Total = 1.05q
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
in
position-
0114 Beldar 645.00 day 1 645
TOTAL 6701.47
TOTAL 6768.48
TOTAL 7719.45
TOTAL 8877.37
Cost of 1 Kg. 89.66
Say 89.65
5.22A.5 binding
Hard all complete
drawn steel wireabove
fabricplinth level.
MATERIAL
Hard drawn steel wire fabric 100kg,
7.75kg per sqm = 12.903 sqm.
Add 5% wastage
Total =13.548 sqm
1021 Hard drawn steel wire fabric 430.00 sqm 13.548 5825.64
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
For cutting and laying in position.
0114 Beldar 645.00 day 1.5 967.5
TOTAL 7035.02
TOTAL 7105.37
TOTAL 8103.67
TOTAL 9319.22
Cost of 1 Kg. 94.12
Say 94.1
5.22A.6 binding all complete above
Thermo-Mechanically plinth
Treated barslevel.
of grade Fe-500D or more.
MATERIAL
Wastage 5% = 0.05 q
Total =1.05q
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
in
position-
0114 Beldar 645.00 day 1 645
TOTAL 6701.47
TOTAL 6768.48
TOTAL 7719.45
TOTAL 8877.37
Cost of 1 Kg. 89.66
Say 89.65
5.22B Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from
5.22B.1 factory/workshop to construction
Thermo-Mechanically Treated barssite including
of grade placing
Fe-500D in position and binding all complete upto
or more.
MATERIAL
1005 Twisted steel / deformed bars 4900.00 quintal 1 4900
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
9999 For cut and bend 2.12 L.S. 156 330.72
For binding and placing in position
0102 Blacksmith 1st class 784.00 day 0.6 470.4
0114 Beldar 645.00 day 0.6 387
TOTAL 6214.86
TOTAL 6277.01
TOTAL 7158.93
TOTAL 8232.77
Cost of 1 Kg. 83.15
Say 83.15
5.22C Steel reinforcement for R.C.C. work ready to use "cut and bend" rebars of approved make from
5.22C.1 factory/workshop to construction
Thermo-Mechanically Treated barssite including
of grade placing
Fe-500D in position and binding all complete above
or more.
MATERIAL
1005 Twisted steel / deformed bars 4900.00 quintal 1 4900
9999 Cover block 2.12 L.S. 26 55.12
LABOUR
9999 For cut and bend 2.12 L.S. 156 330.72
For binding and placing in position
0102 Blacksmith 1st class 784.00 day 0.6 470.4
0114 Beldar 645.00 day 0.6 387
TOTAL 6214.86
TOTAL 6277.01
TOTAL 7158.93
TOTAL 8232.77
Cost of 1 Kg. 83.15
Say 83.15
5.23 Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1
Code Cement : 3 fine sand).
MATERIAL
Cement mortar 1 : 3 (1 cement : 3 fine sand)
3.3 Rate as per item No 3.3 of SH: Mortars 4382.15 cum 0.072 315.51
0115 Coolie 645.00 day 0.75 483.75
0101 Bhisti 714.00 day 0.92 656.88
9999 Extra for removing burrs, cleaning with wire brushes 2.12 L.S. 13.39 28.39
pock marking with pointed tool etc. complete
9999 Scaffolding and Sundries 2.12 L.S. 11.7 24.8

TOTAL 1891.32
TOTAL 1910.23
TOTAL 2178.62
TOTAL 2505.41
Cost of 10 Sqm. 2530.46
Say 253.05
5.24 Extra for rendering smooth the top of suspended floors, landings and staircases (treads and risers)
Code with cement mortar 1:2 (1 cement : 2 coarse sand), includingRate
Description a floating coat
Unit of neat
Qtycement and
Total
MATERIAL
Cement mortar 1:2 (1 Cement :
2 Coarse sand)
0367 Portland Cement 5000.00 tonne 0.0213 106.5
LABOUR
0114 Beldar 645.00 day 0.25 161.25
9999 Spreading earth on floor (7.5mm thick) 2.12 L.S. 35.49 75.24
Spreading sand 15mm thick on floor
jamuna sand)
9999 Disposal of earth spread over floor protectIron 2.12 L.S. 5.33 11.3
9999 Sundries 2.12 L.S. 6.24 13.23
TOTAL 1000.79
TOTAL 1010.8
TOTAL 1152.82
TOTAL 1325.74
Cost of 10 Sqm. 1339
Cost per sqm. 133.9
Say 133.9
5.25 Providing and fixing in position copper plate as per design for expansion joints.
Details of cost for 10.56 kg Considering 3.0 m length,
width
250mm and 1.6 mm thick = 0.750 sqm copper plate.
Weight of copper plate @ 14.08 kg/m² = 10.56kg

0967 Copper plate 527.00 kg 10.56 5565.12
LABOUR
9999 Sundries 2.12 L.S. 6.24 13.23
TOTAL 5756.85
TOTAL 5814.42
TOTAL 6631.35
TOTAL 7626.05
Cost of 10.56 kg 7702.31
Cost per kg. 729.39
Say 729.4
5.26 Providing and filling in position, blown bitumen in expansion joints.

Details of cost for a joint of 300m length, 2.5cm width
and 15cm
depth = 1.125 cum
Cubical content of joint-
300x0.025x0.150=1.125 cum.
MATERIAL
Bitumen 85/25 @ 1050kg per cum.
1.125x1050kg = 1181.25kg
Add wastage @ 5% = 59.06 kg.
= 1240.31 = 1.240 tonne
0313 Blown type petroleum bitumen of penetration 85/25 of 34790.00 tonne 1.24 43139.6
approved quality
2211 Carriage of Tar/ bitumen 163.93 tonne 1.24 203.27
For heating of bitumen @ 2.0 quintal per tonne of
bitumen.
1.240x2.0=2.48q=0.248t
2200 Carriage of steam coal 187.35 tonne 0.248 46.46
LABOUR
Labour for heating, mixing and filling-
0114 Beldar 645.00 day 8.06 5198.7
9999 Sundries 2.12 L.S. 121.16 256.86
TOTAL 53711.05
TOTAL 54248.16
TOTAL 61870.03
TOTAL 71150.53
Cost for 1.125 cum 71862.04
cost for 1.00cum 63877.37
Say 63877.35
5.27 Providing and filling in position bitumen mix filler of proportion 80 kg. of hot bitumen, 1 kg. of cement
Code and 0.25 cubic metre of coarse sand for expansion joints. Rate
Description Unit Qty Total
Details of cost for a joint of 300m length,2.5cm width
and 15cm
depth = 1.125 cum
Cubical content of joints-
300x0.150x0.025=1.125cum.
MATERIAL
Bitumen S-90 = 256.30 kg per cum.
256.30x1.125 = 288.34 kg.
Add for wastage @ 5% = 14.42 kg.
Total = 302.76 kg. or = 0.303 tonne.
0309 Paving bitumen VG-10 of approved quality 25614.00 tonne 0.303 7761.04
for heating of bitumen @ 2.0 quintal pertonne of
bitumen, i.e.
0.303x2.0=0.606q
1/80x288.34=3.6 kg = 0.0036 Tonne
1/4th of the quantity of cement in kg = 3.6/4= 0.90 cum

LABOUR
Labour for heating and filling :
0114 Beldar 645.00 day 8.06 5198.7
9999 Sundries 2.12 L.S. 121.16 256.86
TOTAL 18835.36
TOTAL 19023.71
TOTAL 21696.54
TOTAL 24951.02
Cost for 1.125 cum 25200.53
cost for 1.00cum 22400.47
Say 22400.45
5.28 Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838,
Code including cost of primer, sealing compound Grade-A in expansion
Description Rate joints.Unit Qty Total
Details of cost for joint 100m long 10cm deep = 10 sqm
MATERIAL
(i) Impregnated fibre board 1x100x0.075=7.5sqm
0339 Flame retardent face insulating, Impregnated fibre board 375.00 sqm 7.5 2812.5
12 mm thick
(ii) Primer 80m/litter 100m=100/80 x1=1.25 lit
0316 Bitumen solution primer of approved quality 47.00 litre 1.25 58.75
(iii) Sealing compound @ 3 m per litre for
100m = 100/3x1 =33.3 litres
Wastage @ 5% = 1.67
Total = 35.00 litre
(1 litre = 0.9 kg) = 35.00x0.9 = 31.5 kg
0314 Bitumen hot sealing compound : grade A 29.00 kg 31.5 913.5
9977 Carriage 2.12 L.S. 26.91 57.05
LABOUR
0114 Beldar 645.00 day 0.25 161.25
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 4239.86
TOTAL 4282.26
TOTAL 4883.92
TOTAL 5616.51
Cost for 100m long 10cm deep 5672.68
Cost per cm depth per 100m long 567.27
Say 567.25
5.29 Providing and fixing sheet covering over expansion joints with iron screws as per design.
5.29.1.1 150mm wide
Details of cost for 3m length
MATERIAL
0236 Non - Asbestos multi purpose fibre (high impact poly 210.00 sqm 0.47 98.7
propelene reinforced) cement board 6mm thick.
2273 Carriage of A.C.sheet and accessories 145.72 tonne 0.0049 0.71

0.45sqm = 0.0049 tonne
9999 50mm iron screws with washer and rawl plugs 2.12 L.S. 40.3 85.44
LABOUR
0114 Beldar 645.00 day 0.2 129
TOTAL 456.65
TOTAL 461.22
TOTAL 526.02
TOTAL 604.92
Cost per metre 203.66
Say 203.65
5.29.1.2 200mm wide
MATERIAL
0236 Non - Asbestos multi purpose fibre (high impact poly 210.00 sqm 0.63 132.3
propelene reinforced) cement board 6mm thick.

0.60sqm. = 0.0065 tonne
LABOUR
0114 Beldar 645.00 day 0.27 174.15
TOTAL 614.28
TOTAL 620.42
TOTAL 707.59
TOTAL 813.73
Say 273.95
5.29.2.1 150 mm wide
Details of cost for 1 meter
MATERIAL
2391 Strips-Aluminium fluted 3.15mm thick and 150mm wide 286.00 metre 1 286
0639 Bright finished or black enamelled mild steel screws 25 40.00 100 Nos 0.06 2.4
mm
9977 Carriage of materials 2.12 L.S. 1.04 2.2
LABOUR
0114 Beldar 645.00 day 0.067 43.22
9999 Sundries 2.12 L.S. 1.82 3.86
TOTAL 385.52
TOTAL 389.38
TOTAL 444.09
TOTAL 510.7
Say 515.8
5.29.2.2 200 mm wide
MATERIAL
2392 Strips Aluminium fluted 3.15mm thick and 200mm wide 381.00 metre 1 381
metre
0639 Bright finished or black enamelled mild steel screws 25 40.00 100 Nos 0.06 2.4
mm
LABOUR
0114 Beldar 645.00 day 0.089 57.41
9999 Sundries 2.12 L.S. 2.34 4.96
TOTAL 512.08
TOTAL 517.2
TOTAL 589.87
TOTAL 678.35
Say 685.15
5.29.3.1 150 mm wide
Details of cost for 3 metre
MATERIAL:
0242 Multi purpose cement bonded wood particle board 6 195.00 sqm 0.47 91.65
mm thick
2273 Carriage of board and accessories 145.72 tonne 0.0049 0.71
0.45sqm = 0.0049 tonne
LABOUR:
0114 Beldar 645.00 day 0.2 129
TOTAL 449.6
TOTAL 454.1
TOTAL 517.9
TOTAL 595.59
Cost of 3 metre 601.55
Say 200.5
5.29.3.2 200 mm wide
MATERIAL:
0242 Multi purpose cement bonded wood particle board 6 195.00 sqm 0.63 122.85
mm thick
2273 Carriage of board and accessories 145.72 tonne 0.0065 0.95
0.60sqm = 0.0065 tonne
LABOUR:
0114 Beldar 645.00 day 0.27 174.15
TOTAL 604.83
TOTAL 610.88
TOTAL 696.71
TOTAL 801.22
Say 269.75
5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
Details of cost for 30 metre long throating or plaster or
moulding-
LABOUR
0123 Mason (brick layer) 1st class 784.00 day 0.5 392
0124 Mason (brick layer) 2nd class 714.00 day 0.5 357
0115 Coolie 645.00 day 1 645
9999 Add for materials (cement mortar etc.) 2.12 L.S. 26.91 57.05
TOTAL 1451.05
TOTAL 1465.56
TOTAL 1671.47
TOTAL 1922.19
Say 64.7
5.31 Extra for laying reinforced cement concrete in or under water and/ or liquid mud, including cost of
Code pumping or bailing out water and removing slush etc., complete.
Details of cost for depth of water 0.30m.
Quantity of concrete = 14 cum.
Analysis same as per item number 4.15
pumping hours = 3 hrs. or 0.375 day.
0011 Hire charges of Pumpset of capacity 4000 litres/hour. for 700.00 day 0.375 262.5
cleaning slush
0114 Beldar 645.00 day 4 2580
TOTAL 2842.5
TOTAL 2870.93
TOTAL 3274.3
TOTAL 3765.45
Cost of 14cum. per 0.30m depth 3803.1
Say 905.5
5.32 Extra for laying reinforced cement concrete in or under foul positions.
ANALYSIS SAME AS ITEM NO 4.16
0114 Beldar 645.00 day 0.25 161.25
0115 Coolie 645.00 day 0.15 96.75
TOTAL 287.96
TOTAL 290.84
TOTAL 331.7
TOTAL 381.46
Say 385.25
5.33 Providing and laying in position ready mixed or site batched design mix cement concrete for
5.33.1 reinforced
All cement
works upto concrete
plinth level work; using coarse aggregate and fine aggregate derived from natural
MATERIAL

0.50% of cement
in
position
mixed plant.
0009 Pumping charges of concrete including hire charges of 210.00 cum 1 210
pump, carriage charges for all leads,piping work &
accessories etc.
LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6490.44
TOTAL 6555.34
TOTAL 7476.37
TOTAL 8597.83
Say 8683.8
5.33.1 reinforced
All cement
works upto concrete
MATERIAL

2209 Carriage of Cement 145.72 tonne 0.35 51
0.50% of cement
in
position
mixed plant.
accessories etc.
LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6596.25
TOTAL 6662.21
TOTAL 7598.25
TOTAL 8737.99
Say 8825.35
5.33.1 reinforced
All cement
works upto concrete
MATERIAL

0.50% of cement
in
position
mixed plant.
accessories etc.
LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6702.07
TOTAL 6769.09
TOTAL 7720.15
TOTAL 8878.17
Say 8966.95
5.33.1 reinforced
All cement
works upto concrete
5.33.1.4 Concrete of M40 grade with minimum cement content of 390 kg/cum
MATERIAL

0.50% of cement
in
position
mixed plant.
accessories etc.
LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6807.88
TOTAL 6875.96
TOTAL 7842.03
TOTAL 9018.33
Say 9108.5
5.33.1 reinforced
All cement
works upto concrete
5.33.1.5 Concrete of M50 grade with minimum cement content of 410 kg/cum
MATERIAL

0.50% of cement
in
position
mixed plant.
accessories etc.
LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6913.7
TOTAL 6982.84
TOTAL 7963.93
TOTAL 9158.52
Say 9250.1
5.33.2 reinforced
All cement
works above concrete
plinth work;floor
level upto using coarse aggregate and fine aggregate derived from natural
V level
MATERIAL

0.50% of cement
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
(Extra labour for lifting material upto floor V level : =
0.75 x 2.5 = 1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7703.04
TOTAL 7780.07
TOTAL 8873.17
TOTAL 10204.15
Cost per 1.00 cum 10306.19
Say 10306.2
5.33.2 reinforced
All cement
plinth work;floor
V level
MATERIAL

2209 Carriage of Cement 145.72 tonne 0.35 51
0.50% of cement
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
0.75 x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7808.85
TOTAL 7886.94
TOTAL 8995.06
TOTAL 10344.32
Cost per 1.00 cum 10447.76
Say 10447.75
5.33.2 reinforced
All cement
plinth work;floor
V level
MATERIAL

0.50% of cement
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
0.75 x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7914.67
TOTAL 7993.82
TOTAL 9116.95
TOTAL 10484.49
Cost per 1.00 cum 10589.33
Say 10589.35
5.33.2 reinforced
All cement
plinth work;floor
V level
MATERIAL

0.50% of cement
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
0.75 x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 8020.48
TOTAL 8100.68
TOTAL 9238.83
TOTAL 10624.65
Say 10730.9
5.33.2 reinforced
All cement
plinth work;floor
V level
MATERIAL

0.50% of cement
in
position
mixed plant.
accessories etc.
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
0.75 x 2.5 =
1.88)
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 8126.3
TOTAL 8207.56
TOTAL 9360.72
TOTAL 10764.83
Cost per 1.00 cum 10872.48
Say 10872.5
5.33A Providing and laying in position ready mixed or site batched design mix cement concrete for
5.33A.1 reinforced
All cement
works upto concrete
5.33A.1.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
MATERIAL
0279 Recycled concrete aggregate (RCA) 20 mm nominal size 957.00 cum 0.114 109.1
2202 Carriage of Stone aggregate including recycled concrete 163.93 cum 0.85 139.34
aggregate (RCA) below 40 mm nominal size
0982 Coarse sand (zone III) derived from natural source 1500.00 cum 0.34 510
0278 Manufactured sand derived from recycled concrete 741.00 cum 0.085 62.99
aggregate

7318 Plasticizer / super plasticizer 0.50% of cement 29.00 kg 1.65 47.85
in position
0004 Production cost of concrete by batch mix plant/ ready 400.00 cum 1 400
mixed plant.
accessories etc.
LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 6353.42
TOTAL 6416.95
TOTAL 7318.53
TOTAL 8416.31
Say 8500.45
5.33A Providing and laying in position ready mixed or site batched design mix cement concrete for
5.33A.2 reinforced
All cement
plinth work;
level up using
to floor V coarse
level aggregate and fine aggregate derived from natural
5.33A.2.1 Concrete of M25 grade with minimum cement content of 330 kg /cum
MATERIAL
2202 Carriage of Stone aggregate including recycled concrete 163.93 cum 0.85 139.34
aggregate (RCA) below 40 mm nominal size
0982 Coarse sand (zone III) derived from natural source 1500.00 cum 0.34 510
0278 Manufactured sand derived from recycled concrete 741.00 cum 0.085 62.99
aggregate

7318 Plasticizer / super plasticizer 0.50% of cement 29.00 kg 1.65 47.85
in position
0004 Production cost of concrete by batch mix plant/ ready 400.00 cum 1 400
mixed plant.
accessories etc.
LABOUR
0114 Beldar 645.00 day 2 1290
0101 Bhisti 714.00 day 0.9 642.6
9999 Sundries 2.12 L.S. 13 27.56
Extra labour for lifting up to floor five level
0.75 x 2.5 = 1.88
0115 Coolie 645.00 day 1.88 1212.6
TOTAL 7566.02
TOTAL 7641.68
TOTAL 8715.34
TOTAL 10022.64
Cost per 1.00 cum 10122.87
Say 10122.85
5.35 Add for using extra cement in the items of design mix over and above the specified cement content
Code therein.
Details of cost for 1 quintal
TOTAL 514.57
TOTAL 519.72
TOTAL 592.74
TOTAL 681.65
Cost per quintal 688.47
Say 688.45
5.36 Providing and placing in position precast reinforced cement concrete waffle units, square or
Code rectangular, as per design and shape for floors and roofs in 1:1½:3
Description Rate (1 Cement
Unit : 1½ Qty
coarse sandTotal
(zone-
Consider a waffle 09. x 0.9 x 0.3m
Total area covered 4.548x3.636 = 16.54 sqm.
Cement concrete in 1 unit
Top 0.8x0.8x0.035 = 0.0224
Sides 2(0.8x0.265x0.0325) = 0.0138
2(0.735x0.265x0.0325) = 0.0127
Total = 0.0489
Flange 4x0.85x0.05x0.035 = 0.0060
Total = 0.0549
Add for Fillets 25% = 0.0137
Total = 0.069 cum.
Quantity for 20 such units = 1.38 cum.
5.2.2 Rate as per item no 5.2.2 of SH : RCC 10185.05 cum 1.38 14055.37
(i) Shuttering and centring
Face in contact
4x0.8x0.265 = 0.848
Inner 4x0.735x0.265 = 0.779
Top (inside) 1x0.735x0.735 = 0.540
Flange 4x0.9x0.035 = 0.126
Total = 2.293 sqm.
Quantity 20 such units 45.86 sqm.
5.9.15 Rate as per item no 5.9.15 of SH : RCC 307.95 sqm 45.86 14122.59
Hooks for lifting
2x1.5 = 3.0m
4x0.01 = 0.04m
Total = 3.04m
@ 3kg per m-9.12Kg or 0.009 t = 9 kg
10.2 Rate as per item no 10.2 of SH : Steel work 78.20 kg 9 703.8
9988 (iii) 10mm dia. Bolts 60mm long with nuts and washers 2.12 L.S. 13 27.56
2x2 = 4 Nos. including carriage of bolts
9999 Sundries 2.12 L.S. 79.95 169.49
(iv) Transportation and erection labour for 20 units
0126 Mason (for ornamental stone work) 1st class 784.00 day 1 784
0114 Beldar 645.00 day 6 3870
(v) Cost of poining flush or deep ruled in cement mortar
1:2 (1
Cement : 2 fine sand)
13.35.1 Rate as per item no 13.35.1 of SH : Finishing 177.85 sqm 16.54 2941.64
TOTAL 36674.45
(36674.45 - 31823.4) = 4851.05
TOTAL 36722.96
on (36722.96 - 31823.4) = 4899.56 x 0.1405
TOTAL 37411.35
except (A) i.e. on (37411.35 - 31823.4) = 5587.95
TOTAL 38249.54
(38249.54 - 31823.4) = 6426.14
Total for 20 units 38313.8
Cost for 1.38 cum. 27763.62
Cost for 1 cum.
Say 27763.6
5.36A Providing and placing in position precast reinforced cement concrete waffle units, square or
Code rectangular as per design and shape for floors and roofs in 1:1.5:3
Description Rate (1 cement
Unit : 1.5 coarse
Qty sandTotal
Consider a waffle 0.9 x 0.9 x 0.3m
Total area covered 4.548 x 3.636 = 16.54 sqm.
Cement concrete in 1unit
Top 0.8 x 0.8 x 0.035 = 0.0224
sides 2(0.8 x 0.265 x 0.0325) = 0.01382
(0.735 x 0.265 x 0.0325) = 0.0127
Total = 0.0489
Flange 4 x 0.85 x 0.05 x 0.035 = 0.0060
Total = 0.0549
Add for Fillets 25% = 0.0137
Total = 0.069 cum.
Quantity for 20 such units = 1.38 cum
5.2.2A Rate as per Item Number 5.2.2A of SH: Reinforced 10001.7 cum 1.38 13802.35
cement
concrete work
(i) Shuttering and centringFace in contact 4 x 0.8 x 0.265
= 0.848 Inner 4 x 0.735 x 0.265 = 0.779 Top (inside) 1 x

0.735 x 0.735 = 0.540 Flange 4 x 0.9 x 0.035 = 0.126 Total
= 2.293 sqm. Quantity 20 such units 45.86 sqm

5.9.15 Rate as per Item Number 5.9.15 of SH: Reinforced 307.95 sqm 45.86 14122.59
cement
concrete work
Hooks for lifting
2 x 1.5 = 3.0 m
4 x 0.01 = 0.04 m = 3.04 m @ 3 kg per m 9.12 kg or 0.009
t
(ii) 10 mm dia. Bolts 60 mm long with nuts and washers

2
x 2 = 4Nos
10.2 Rate as per Item Number 10.2 of SH: Steel work 78.2 kg 9 703.8
9999 Including carriage of bolts 2.12 L.S. 13 27.56
9999 Sundries 2.12 L.S. 79.95 169.49
(iv) Transportation and erection labour for 20 units
126 Mason (for ornamental stone work) 1 st class 784 day 1 784
114 Beldar 645 day 6 3870
(v) Cost of pointing flush or deep ruled in cement
mortar
1:2 (1 Cement : 2 fine sand)
13.35.1 Rate as per Item Number 13.35.1 of SH: Finishing 177.85 sqm 16.54 2941.64
Total 36421.43
(36421.43 - 31570.38) = 4851.05
TOTAL 36469.94
on (36469.94 - 31570.38) = 4899.56 x 0.1405
TOTAL 37158.33
except (A) i.e. on (37158.33 - 31570.38) = 5587.95
TOTAL 37996.52
(37996.52 - 31570.38) = 6426.14
Cost of 1.38 cum 38060.78
Say 27580.3
5.38 Extra for R.C.C./ B.M.C/ R.M.C. work above floor V level for each four floors or part thereof.
MATERIAL
9 Pumping charges of concrete including Hire charges of 210 cum 1 210
pump, piping work & accessories etc
TOTAL 210
TOTAL 212.1
TOTAL 241.9
TOTAL 278.19
Say 280.95
5.41 Supplying and applying pre tested and approved water based concrete curing compound to concrete/
5.41.1 masonry
Non surface,wet
pigmented all curing
as per compound
manufacturer’s specification and direction of Engineer-in-charge.
Detail of cost for 10.00 sqm (covering area 5 sqm/litre)
MATERIAL
349 Curing compound 38 litre 2 76
9977 Carriage of material 2.12 L.S. 1 2.12
LABOUR
131 Painter 714 day 0.33 235.62
114 Beldar 645 day 0.17 109.65
9999 Sundries, Brush 2.12 L.S. 3 6.36
TOTAL 429.75
TOTAL 434.05
TOTAL 495.03
TOTAL 569.28
Cost of 1 sqm 57.5
Say 57.5
5.42 Providing and fixing parallel threaded couplers conforming to IS code on “Reinforcement Couplers for
5.42.1 Mechanical
Coupler Splices
for 16 of Bars forreinforcement
mm diameter Concrete Reinforcement
bar - Specification”, to reinforcement bars
Detail of cost for 1 Nos
MATERIAL
2394 Coupler 16 mm dia 31 each 1 31
LABOUR
9999 For placing in position and fixing 2.12 L.S. 3.77 7.99
9999 Tapard/Parallel threading charges 2.12 L.S. 17.77 37.67
TOTAL 76.66
TOTAL 77.43
TOTAL 88.31
TOTAL 101.56
Cost of 1 no 102.58
Say 102.6
5.42.2 Mechanical
Coupler Splices
MATERIAL
LABOUR
TOTAL 106.87
TOTAL 107.94
TOTAL 123.11
TOTAL 141.58
Cost of 1 no 143
Say 143
5.42.3 Mechanical
Coupler Splices
MATERIAL
LABOUR
TOTAL 153.19
TOTAL 154.72
TOTAL 176.46
TOTAL 202.93
Cost of 1 no 204.96
Say 204.95
5.42.4 Mechanical
Coupler Splices
MATERIAL
LABOUR
TOTAL 179.27
TOTAL 181.06
TOTAL 206.5
TOTAL 237.48
Cost of 1 no 239.85
Say 239.85
5.42.5 Mechanical
Coupler Splices
MATERIAL
LABOUR
TOTAL 215.87
TOTAL 218.03
TOTAL 248.66
TOTAL 285.96
Cost of 1 no 288.82
Say 288.8
5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for
5.43.1 expansion
200 mm wide.joints.
Detail of cost for 1 metre
MATERIAL
2393 1 mm thick Stainless Steel Cover plate grade 304 286 kg 1.6 457.6
8647 Stainless steal screws 30mm x4mm. 35.84 100 Nos 0.06 2.15
9977 Carriage of material 2.12 L.S. 1.3 2.76

LABOUR
103 Blacksmith 2nd class 714 day 0.067 47.84
114 Beldar 645 day 0.067 43.22
9999 Sundries 2.12 L.S. 2.34 4.96
TOTAL 558.53
TOTAL 564.12
TOTAL 643.38
TOTAL 739.89
Say 747.3
5.43 Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for
5.43.2 expansion
300 mm wide.joints.
MATERIAL
2393 1 mm thick Stainless Steel Cover plate grade 304 286 kg 2.4 686.4

LABOUR
114 Beldar 645 day 0.067 43.22
9999 Sundries 2.12 L.S. 2.34 4.96
TOTAL 787.33
TOTAL 795.2
TOTAL 906.93
TOTAL 1042.97
Say 1053.4
5.44 Providing and fixing of expansion joint system related with floor location as per drawings and
5.44.1 direction
Floor JointofofEngineer-In-Charge.
100 mm gap The joints system will be of extruded aluminum base members, self
Details of Cost of 1 metre.
MATERIALS :
2403 Floor Joint of 100 mm 3193 metre 1 3193
2402 Epoxy adhesive 156 kg 4.25 663
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
102 Blacksmith 1st class 784 day 0.05 39.2
123 Mason (brick layer) 1st class 784 day 0.1 78.4
114 Beldar 645 day 0.15 96.75
TOTAL 4335.14
TOTAL 4378.49
TOTAL 4993.67
TOTAL 5742.72
Cost of 1 metre. 5800.15
Say 5800.15
5.44.2 direction
MATERIALS :
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 5301.14
TOTAL 5354.15
TOTAL 6106.41
TOTAL 7022.37
Say 7092.6
5.44.3 direction
MATERIALS :
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 6782.14
TOTAL 6849.96
TOTAL 7812.38
TOTAL 8984.24
Say 9074.1
5.45 Providing and fixing of expansion joint system related with wall joint (internal/external) location as
5.45.1 per drawings
Wall andmm
Joint of 100 direction
gap of Engineer-In- Charge. The joints shall be of extruded aluminum base
MATERIALS :
2409 Wall Joint of 100 mm 2472 metre 1 2472
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 3614.14
TOTAL 3650.28
TOTAL 4163.14
TOTAL 4787.61
Say 4835.5
5.45.2 per drawings
Wall andmm
MATERIALS :
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 4065.14
TOTAL 4105.79
TOTAL 4682.65
TOTAL 5385.05
Say 5438.9
5.45.3 per drawings
Wall andmm
MATERIALS :
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 4688.14
TOTAL 4735.02
TOTAL 5400.29
TOTAL 6210.33
Say 6272.45
5.46 Providing and fixing of expansion joint system of approved make and manufactures for various roof
5.46.1 locations
Roof Jointasofper
100approved
mm gap drawings and direction of Engineer-In-Charge. The joints shall be of
MATERIALS :
2399 Complete Roof Joint of 100 mm 2912 metre 1 2912
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 4054.14
TOTAL 4094.68
TOTAL 4669.98
TOTAL 5370.48
Say 5424.2
5.46.2 locations
Roof Jointasofper
150approved
MATERIALS :
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 4509.14
TOTAL 4554.23
TOTAL 5194.1
TOTAL 5973.22
Say 6032.95
5.46.3 locations
Roof Jointasofper
200approved
MATERIALS :
9977 Carriage 2.12 L.S. 124.9 264.79
LABOUR :
114 Beldar 645 day 0.15 96.75
TOTAL 5380.14
TOTAL 5433.94
TOTAL 6197.41
TOTAL 7127.02
Say 7198.3
5.47 Providing and fixing in position factory made precast RCC M-40 fixing with hold fast embedded in
5.47.1 1:3:6 frame
Door concrete
125block
mmxfor 60doors
mm and windows frames having excellent smooth finish as per IS: 6523
Details of cost for 5.20 metre.
MATERIAL
5.33.1.4 Rate as per Item No.5.33.1.4 of SH: REINFORCED 9108.5 cum 0.039 355.23
CEMENT
CONCRETE
Extra for scatter and smaller work @25 % i.e. Px0.25 88.81
1005 Twisted steel/ deformed bars 4900 quintal 0.0468 229.32

596 Bright finished or black enameled mild steel butt hinges 56 10 Nos 0.6 33.6
75x47x 1.70 mm
4.3.3 Rate as per Item No.4.3.3 of SH: CONCRETE WORK 804.25 sqm 1.27 1021.4
14.2.1 Rate as per Item No.14.2.1 of SH: REPAIRS TO BUILDINGS 1505.3 each 1 1505.3
13.48.2 Rate as per Item No.13.48.2 of SH. FINISHING 144.9 sqm 1.27 184.02
9999 Sundries 2.12 L.S. 100.67 213.42
TOTAL 3631.1
(3631.1 - 3065.95) = 565.15
TOTAL 3636.75
on (3636.75 - 3065.95) = 570.8 x 0.1405
TOTAL 3716.95
except (A) i.e. on (3716.95 - 3065.95) = 651
TOTAL 3814.6
- 3065.95) = 748.65
Cost of 5.20 metre 3822.09
Say 735
5.47.2 1:3:6 frame
Door concrete
100block
mmxfor60doors
mm and windows frames having excellent smooth finish as per IS: 6523
MATERIAL
CEMENT
CONCRETE

75x47x1.70 mm
9999 Sundries 2.12 L.S. 100.67 213.42
TOTAL 3369.59
Add 1 % for water charges on all except (A) i.e. on 5
(3369.59 - 2869.7) = 499.89
TOTAL 3374.59
on (3374.59 - 2869.7) = 504.89 x 0.1405
TOTAL 3445.53
except (A) i.e. on (3445.53 - 2869.7) = 575.83
TOTAL 3531.9
- 2869.7) = 662.2
Say 680.5
5.47.3 1:3:6 frame
Door concrete
85 block
mmx60 formm
doors and windows frames having excellent smooth finish as per IS: 6523
MATERIAL
CEMENT
CONCRETE
75x47x1.70 mm
9999 Sundries 2.12 L.S. 100.67 213.42
TOTAL 3234.08
(3234.08 - 2766.82) = 467.26
TOTAL 3238.75
on (3238.75 - 2766.82) = 471.93 x 0.1405
TOTAL 3305.06
except (A) i.e. on (3305.06 - 2766.82) = 538.24
TOTAL 3385.8
- 2766.82) = 618.98
Say 652.3
5.48 Providing and laying Reinforced cement concrete for construction of piers, abutments, portal frames,
5.48.1 pier caps and
Reinforced bearing
Cement pedestals
Concrete and seismic arresters over pier/ abutment caps at all locations with
-M-50
Detail of cost for 120 cum.
MATERIAL
5.48X Sub Analysis no 5.48X (Annexure) for item 5.48.1 617187.95 each 1 617187.95
Providing M 50 grade reinforced Cement Concrete data
(lot) for
120.00 cum
Add 11 per cent of cost of material, labour and 67890.67
machinery for
formwork on P
Add 1.4 per cent of cost of material, Labour and 8640.63
machinery
excluding formwork to cater for extra lift on P
TOTAL 693719.25
TOTAL 700656.44
TOTAL 799098.67
TOTAL 918963.47
Cost of 120 cum 928153.1
Say 7734.6
5.48.2 pier caps and
Reinforced bearing
Cement pedestals
Concrete and seismic arresters over pier/ abutment caps at all locations with
-M-60
MATERIAL
5.48Y Sub Analysis no 5.48Y (Annexure) for item 5.48.2 702779.75 each 1 702779.75
Providing M 60 grade reinforced Cement Concrete data
(lot) for
120.00 cum
Add 11 per cent of cost of material, labour and 77305.77
machinery for
formwork on P
Add 1.4 per cent of cost of material, Labour and 9838.92
machinery
excluding formwork to cater for extra lift on P
TOTAL 789924.44
TOTAL 797823.68
TOTAL 909917.91
TOTAL 1046405.6
Cost of 120 cum 1056869.66
Say 8807.25
5.48.3 pier caps
Extra and bearing
for using pedestals
M-50/ M-60 Gradeand seismic arresters
Self-compacting over pier/
Cement abutment caps at all locations with
Concrete
MATERIAL
5.48X Sub Analysis no 5.48 (Annexure) for sub analysis 5.48.3X 617187.95 each 1 617187.95
5.48.2 Rate as per Item No.5.48.2 of SH: REINFORCED CEMENT 8807.25 cum -1 -8807.25
CONCRETE -1
TOTAL 608380.7
Say 608380.7
5.49 Constructing cast-in situ RCC diaphragm wall by providing and laying machine batched, machine
Code mixed, self compacting, ready mix reinforced cement concrete,
Description tramie controlled,
Rate Unit of M 30 grade
Qty using
Total
Analysis for 20x12=240 Sqmt area of diaphragm wall
Average depth 12 m
Thickness 0.60 m
Total Quantity 20 mx12 m x0.6 m = 144.00 cum
82 Excavation of Diaphragm wall by Mechanical Grab 1500 sqm 240 360000
Guide wall RCC 1:2:4
RCC 2x20x(0.45+1.5)x.15 = 11.70 cum
5.1.3 Rate as per Item No.5.1.3 of SH: REINFORCED CEMENT 7945.65 cum 11.7 92964.11
CONCRETE
Reinforcement@ 70 kg/Cum for guide wall= 11.70x 70

kg/cum=
819 kg
5.22.6 Rate as per Item No.5.22.6 of SH: REINFORCED CEMENT 89.65 kg 819 73423.35
CONCRETE
Add for chipping/dismantling top 50 cm contaminated

concrete
=20 x 0.50 x 0.60= 6.00 cum
RMC M-30 as per qty=144.00 cum
Add 10% extra for bulges etc. i.e. 14.40 cum
Total=144.00+6.00+14.40= 164.40 cum
CEMENT
CONCRETE
Bentonite @6% of RCC qty
Total Qty= 164.4x06x1400/100= 13810 kg= 13.81 tonne
7183 Bentonite 2800 tonne 13.81 38668

Add 10 %extra cement due to concreting under water
164.4x420x0.10=6.90 tonne
367 Portland Cement 5000 tonne 6.9 34500
Add cement for grouting of wall using nozzles etc.- 240
sqm @
0.10 quintal/sqm =2.40 tonne
25 Hire and running charges of light crane 3500 day 1 3500
Reinforcement @220 kg/cum
164.4x220kg/cum=36168 kg
Extra reinforcement for hooks @
5% of cage 1808.4 kg
Total=1808.4 kg=18.084 qtl
Extra for welding reinforcement cage
Reinforcement @ 200 C/C 2 x 101 x 61 = 6161
joints Welding for alternate joint say 50 %
joints 6161 cm
10.22 Rate as per Item No.10.22 of SH: STEEL WORK 3.4 cm 6161 20947.4
9999 Labour for grouting diaphragm wall under pressure i/c 2.12 L.S. 23530 49883.6
fixing nozzle etc
Add for use retarders / plasticizers for the diaphragm
wall
concreting using trimme @ 0.4 % cement qty = (164.4 x
420 x
0.4)/100=276.1
7318 Plasticizer / super plasticizer 29 kg 276.19 8009.51
8954 Stop end tubes for diaphragmwall 600 mm dia. 4.5 sqm 240 1080
8955 Driving end tubes for diaphragm wall 600 mm dia. 72 sqm 240 17280
26 Hire and running charges of bentonite pump 3000 day 2 6000
Bentonite powder @ 6% of R.C.C. Qty
= (164.4 Cum x 0.06)=9.864 cum
9.864 cum x 1400 kg/cum = 13809.6 kg
Disposal of bentonite muck
Slurry / Muck vol. 49.32 cum
Disposal of bentonite muck
Slurry / Muck vol. 49.32 cum
Add excavated earth = 144.00 cum
Total= 144.00 + 49.32 = 193.32 cum
15.6 Rate as per Item No.15.60 of SH: DISMANTLING & 7.45 kg 193.32 1440.23
DEMOLISHING
Disposal of Chipping / Dismantling of contaminated
concrete
and guide wall etc. with all leads as per item no. 15.3 =
2x(20x0.50x0.60) + 15.00 cum = 20.40 cum
15.3 Rate as per Item No.15.3 of SH: DISMANTLING & 2928.1 cum 20.4 59733.24
DEMOLISHING
9999 Sundries (Extra for concreting by Trimme) 2.12 L.S. 1177 2495.24
9999 Sundries ( Design Charges) 2.12 L.S. 19200 40704
TOTAL 2340212.2
(2340212.2 - 1676125.05) = 664087.15
TOTAL 2346853.07
on (2346853.07 - 1676125.05) = 670728.02 x 0.1405
TOTAL 2441090.36
except (A) i.e. on (2441090.36 - 1676125.05) =
764965.31
TOTAL 2555835.16
(2555835.16 - 1676125.05) = 879710.11
Cost of 144.0 cum 2564632.26
Say 17809.95
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation
6.1.1 and plinth
Cement in: 1:4 (1 cement : 4 coarse sand)
mortar
MATERIAL
2602 Common burnt clay F.P.S. (non modular) bricks class 4590 1000 0.494 2267.46
designation 7.5 Nos
2201 Carriage of Bricks 437.15 1000 0.494 215.95
Nos
Cement mortar 1 : 4 (1 cement : 4 coarse sand)
3.9 Rate as per item No 3.9 of SH: Mortar 4355.2 cum 0.25 1088.8
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
124 Mason (brick layer) 2nd class 714 day 0.36 257.04
115 Coolie 645 day 1.37 883.65
101 Bhisti 714 day 0.2 142.8
TOTAL 5143.73
TOTAL 5195.17
TOTAL 5925.09
TOTAL 6813.85
Cost of 1 Cum. 6881.99
Say 6882
6.1 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation
6.1.2 and plinth
Cement in: 1:6 (1 cement : 6 coarse sand)
mortar
MATERIAL
designation 7.5 Nos
Nos
Cement mortar 1 : 6 (1 cement : 6 coarse sand) (Rate as
per
item No 3.11)
3.11 Rate as per Item No.3.11 of SH: Mortar 3686.3 cum 0.25 921.58
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.37 883.65
101 Bhisti 714 day 0.2 142.8
TOTAL 4976.51
TOTAL 5026.28
TOTAL 5732.47
TOTAL 6592.34
Say 6658.25
6.2 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth
6.2.1 in:
Cement mortar 1:4 (1 cement : 4 coarse sand)
MATERIAL
7900 Modular common burnt clay bricks of class designation 3800 1000 0.487 1850.6
7.5 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.18 128.52
TOTAL 4295.28
TOTAL 4338.23
TOTAL 4947.75
TOTAL 5689.91
Say 5746.8
6.2 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth
6.2.2 in:
Cement Mortar 1:6 (1 cement : 6 coarse sand).
MATERIAL
7.5 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.18 128.52
TOTAL 4148.13
TOTAL 4189.61
TOTAL 4778.25
TOTAL 5494.99
Say 5549.95
6.3 Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5
6.3.1 conforming
With to IS:modular)
F.P.S.(non 2222 in superstructure
bricks above plinth level up to floor five level in cement mortar 1:6
MATERIAL
7901 Machine moulded perforated common burnt clay FPS 4200 1000 0.494 2074.8
(non modular) bricks of class designation 12.5 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 22.36 47.4
(above floor two level upto floor five level)
115 Coolie 645 day 1.13 728.85

TOTAL 6002.23
TOTAL 6062.25
TOTAL 6914
TOTAL 7951.1
Say 8030.6
6.3 Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5
6.3.2 conforming
With Modularto bricks
IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6
MATERIAL
7902 Machine moulded common burnt clay modular 4800 1000 0.487 2337.6
perforated bricks of class designation 12.5 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.43 922.35
101 Bhisti 714 day 0.18 128.52
9999 Scaffolding 2.12 L.S. 16.38 34.73
115 Coolie 645 day 1.13 728.85

TOTAL 5840.84
TOTAL 5899.25
TOTAL 6728.09
TOTAL 7737.3
Say 7814.65
6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
6.4.1 superstructure
Cement mortarabove plinth level
1:4 (1 cement up to floor
: 4 coarse sand)V level in all shapes and sizes in :
MATERIAL
designation 7.5 Nos
3.9 Rate as per Item Number 3.9 of SH: Mortars 4355.2 cum 0.25 1088.8
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
(above floor two level upto floor five level)"
115 Coolie 645 day 1.8 1161

101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 22.36 47.4
115 Coolie 645 day 1.13 728.85
TOTAL 6362.11
TOTAL 6425.73
TOTAL 7328.55
TOTAL 8427.83
Say 8512.1
6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
1:6 (1 cement up to floor
: 6 coarse sand)V level in all shapes and sizes in :
MATERIAL
designation 7.5 Nos
Cement mortar 1 : 6
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 22.36 47.4
115 Coolie 645 day 1.13 728.85

TOTAL 6194.89
TOTAL 6256.84
TOTAL 7135.93
TOTAL 8206.32
Say 8288.4
6.5 Extra for brick work / AAC block masonry / Tile brick masonry in superstructure above floor V level,
Code for each four floors or part thereof by mechanical means. Rate
Details of cost for 5.3 cum per four floors .
37 Mobile crane 4500 day 0.125 562.5
TOTAL 562.5
TOTAL 568.13
TOTAL 647.95
TOTAL 745.14
Cost of 5.3 Cum. 752.59
Cost for 1 cum 142
Say 142
6.6 Extra for forming cavity 5 cm to 11.5 cm wide in cavity walls with necessary weep and vent holes
Code including use of cores and cost of providing and fixing bitumastic
Description Rate coatedUnit
M .S. ties Qty
300 mm long of
Total
MATERIAL
Mild steel 25mmx3mm section 30cm long
30 No. = 9 metres @ 0.6kg/m = 5.40 kg
1008 Flats upto 10 mm in thickness 4850 quintal 0.054 261.9
9999 Painting the steel Bitumen 2.12 L.S. 13.52 28.66
Extra labour for keeping cavity clear and fixing wall ties
and delay caused:
114 Beldar 645 day 0.92 593.4
9999 Add for use of Core 2.12 L.S. 4.55 9.65
TOTAL 1448.6
TOTAL 1463.09
TOTAL 1668.65
TOTAL 1918.95
Say 193.8
6.7 Providing half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation
Code 7.5 in cement mortar 1:3 (1 Cement : 3 coarse sand) in superstructure
Description Rate forUnit
closing cavity
Qty 5 to 7.5 cm
Total
MATERIAL
Half brick masonry 1:3 (Average)
1x10x0.27 = 2.7
6.12.1 Rate as per item No. 6.12.1 of SH: Brick Work 862.9 sqm 2.7 2329.83
Bitumen felt type- 3 grade 1
1x10mx11.4m = 1.14 sqm.
Add for wastage and overlapping @ 5% = 0.06 sqm.
Total = 1.20 sqm
322 Bitumen felt :Type 3 grade 1 70 sqm 1.2 84
LABOUR
114 Beldar 645 day 0.06 38.7
TOTAL 2632.29
(2632.29 - 2329.83) = 302.46
TOTAL 2635.31
on (2635.31 - 2329.83) = 305.48 x 0.1405
TOTAL 2678.23
except (A) i.e. on (2678.23 - 2329.83) = 348.4
TOTAL 2730.49
(2730.49 - 2329.83) = 400.66
Say 273.45
6.8 Brick work 7 cm thick with common burnt clay F.P.S. (non modular) brick of class designation 7.5 in
Code cement mortar 1:3 (1 cement : 3 coarse sand) in superstructure
Description Rateabove plinth
Unit level Qty
and upto floor five
Total
MATERIAL
designation 7.5 Nos
Cement mortar 1:3
Nos
LABOUR
115 Coolie 645 day 1.76 1135.2
101 Bhisti 714 day 0.36 257.04
9999 Sundries and scaffolding 2.12 L.S. 7.15 15.16
Extra labour for lifting of material (above floor two level
up to floor five level)
115 Coolie 645 day 1.29 832.05
TOTAL 6122.62
TOTAL 6183.85
TOTAL 7052.68
TOTAL 8110.58
Say 819.15
6.9 Brick work in plain arches in superstructure above plinth level and upto floor five level including
Code centering and shuttering complete for span up to 6 metres with
Description RatecommonUnitburnt clay F.P.S. (non
Qty Total
MATERIAL
designation 7.5 Nos
Cement mortar 1:3
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
Taking a semi circular arch 3.6m span,
3.6m long and 0.40m thick
Area of centering = 3.142 x 1.8 x 3.6 = 20.37 sqm.
Brick work in Arch = 3.142x2.00x0.4x3.6 = 9.05cum.
Area per cum = 20.37/9.05 = 2.25 sqm
5.9.9 Rate as per item no 5.9.9 of SH : Reinforced cement 1826.25 sqm 2.25 4109.06
concrete work
9999 Scaffolding 2.12 L.S. 18.85 39.96
LABOUR
115 Coolie 645 day 2.29 1477.05
101 Bhisti 714 day 0.2 142.8
115 Coolie 645 day 1.13 728.85
TOTAL 11036.9
(11036.9 - 4109.06) = 6927.84
TOTAL 11106.18
on (11106.18 - 4109.06) = 6997.12 x 0.1405
TOTAL 12089.28
except (A) i.e. on (12089.28 - 4109.06) = 7980.22
TOTAL 13286.31
(13286.31 - 4109.06) = 9177.25
Say 13378.1
6.1 Brick work in gauged arches in superstructure above plinth level and upto floor five level in cement
Code mortar 1:3 (1 cement : 3 coarse sand) including centering andRate
Description shutteringUnit
complete,Qty
for span up to 6
Total
MATERIAL
designation 7.5 Nos
Cement mortar 1:3
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
Centring and shuttering (Area same as in item No. 6.9)
concrete work
9999 Scaffolding 2.12 L.S. 18.85 39.96
LABOUR
115 Coolie 645 day 4.42 2850.9
101 Bhisti 714 day 0.2 142.8
115 Coolie 645 day 1.13 728.85
TOTAL 13530.75
(13530.75 - 4109.06) = 9421.69
TOTAL 13624.97
on (13624.97 - 4109.06) = 9515.91 x 0.1405
TOTAL 14961.96
except (A) i.e. on (14961.96 - 4109.06) = 10852.9
TOTAL 16589.9
(16589.9 - 4109.06) = 12480.84
Say 16714.7
6.11 Extra for additional cost of centering for arches exceeding 6m span including all shuttering, bolting,
Code wedging and removal (Area of the soffit to be measured). Rate
MATERIAL
Centering and shuttering for arches and
carved surface exceeding 6m in span
(an average of 8m)
Radius R = 5m
2R-2=4+4
tan -¹ (4/3)=53.28°
2x53.28°=106°
Surface area =2x22/7x5x3.6x106/360=33.3sqm.
Arc=9.25m
MATERIAL
Tie-2x8x0.18x0.05 =0.144cum
Struts-2x2.5x0.1x0.1 =0.050cum.
Struts-2x1.77x0.1x0.1=0.035cum.
Ribs-6x1.54x0.23x0.1=0.213cum.
Struts-2x1.72x0.1x0.1=0.034cum.
Total=0.476cum.
laggings-75x3.6x0.125x0.075=2.531cum.
Tie-2x3.6x0.225x0.038=0.062cum.
Brace-3x2x2.14x0.225x0.038=0.110
Brace-3x4x3.8x0.225x0.038=0.390
Sleepers-4x3.6x0.20x0.15=0.432
Sleepers-2x4x3.6x0.175x0.075=0.378
Total = 7.103cum.
Qty taken as 1/8th of qty for cost of using > 7.103/8 =
0.8885 cum (887.90 cudm)
1197 Second class kail wood in scantling 260 10 cudm 88.79 23085.4

Fittings:
32 no. @0.50cm each = 16m
Straps-50mmx10mm = 8 Nos. @0.25cm
each = 2m
Total = 18m @ 3.9kg/m = 70.2 kg. = 0.702qtl.
0.0878 qtl.
1225 Mild steel flat strap fitting 4120 quintal 0.0878 361.74
Bolts 160 Nos. 254 mm long 16mm dia.-
160x 0.254x 1.58=64.21 kg=0.64qtl.
0.08 qtl
1034 Bolts and nuts upto 300 mm in length 5200 quintal 0.08 416
Carriage of steel = 0.1342 t
0.0168 tonne
LABOUR
112 Carpenter 2nd class 714 day 28 19992
114 Beldar 645 day 24 15480
9999 Sundries 2.12 L.S. 134.55 285.25
Less Cost of shuttering etc. for an arch upto 6 m span i.e.
for an average of 8 m span
5.9.9 Rate as per item no 5.9.9 of SH : Reinforced cement 1826.25 sqm -33.31 -60832.39
concrete work
TOTAL -1043.2
1043.2 - -60832.39) = 59789.19
TOTAL -445.3099
on (-445.309999999997 - -60832.39) = 60387.08 x
0.1405
TOTAL 8039.07
except (A) i.e. on (8039.07 - -60832.39) = 68871.46
TOTAL 18369.79
(18369.79 - -60832.39) = 79202.18
Cost of 33.31sqm. 19161.81
Cost per sqm 575.26
Say 575.25
6.12 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in
6.12.1 foundations
Cement and1:3
mortar plinth in : : 3 coarse sand)
(1 cement
MATERIAL
designation 7.5 Nos
Cement mortar 1:3
3.8 Cement mortar 1:3 (1 cement : 3 coarse sand) (Rate as 5024.15 cum 0.28 1406.76
per item No 3.8)
Nos
9999 Sundries & Scaffolding 2.12 L.S. 13.52 28.66
LABOUR
115 Coolie 645 day 1.55 999.75
101 Bhisti 714 day 0.7 499.8
TOTAL 6449.41
TOTAL 6513.9
TOTAL 7429.1
TOTAL 8543.47
Say 862.9
6.12.2 foundations
cement and1:4
mortar plinth in : : 4 coarse sand)
(1 cement
MATERIAL
designation 7.5 Nos
Cement mortar 1 : 4
3.9 Cement mortar 1 : 4 (1 cement : 4 coarse sand) (Rate as 4355.2 cum 0.28 1219.46
per item No 3.9)
Nos
LABOUR
115 Coolie 645 day 1.55 999.75
101 Bhisti 714 day 0.7 499.8
TOTAL 6262.11
TOTAL 6324.73
TOTAL 7213.35
TOTAL 8295.35
Say 837.85
1:3 (1 cement up to sand)
:3 coarse floor V level.
MATERIAL
designation 7.5 Nos
Cement mortar 1:3
Nos
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 0.7 499.8
Extra labour for lifting materials:
115 Coolie 645 day 1.29 832.05
10 x 0.115 x1.13
TOTAL 7796.41
TOTAL 7874.37
TOTAL 8980.72
TOTAL 10327.83
Say 1043.1
1:4 (1 cement up to sand)
:4 coarse floor V level.
MATERIAL
designation 7.5 Nos
Cement mortar 1 : 4
Nos
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 0.7 499.8
Extra labour for lifting materials:
115 Coolie 645 day 1.29 832.05
10 x 0.115 x 1.13
TOTAL 7609.11
TOTAL 7685.2
TOTAL 8764.97
TOTAL 10079.72
Say 1018.05
6.14 Extra for half brick masonry in superstructure, above floor V level for every four floors or part thereof
Code by mechanical means.
Details of cost for 59.83 sqm per four floors .
37 Mobile crane 4500 day 0.125 562.5
TOTAL 562.5
TOTAL 568.13
TOTAL 647.95
TOTAL 745.14
Cost of 59.83 sqm. 752.59
Say 12.6
6.15 Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick
Code masonry.
6mm dia. M.S. bars (round) 2 Nos. @ 30 meter/10sqm. =
60 metre @ 0.22kg/m = 13.2 kg
1002 Mild steel round bar 6 mm dia 4850 quintal 0.132 640.2
9999 Sundries 2.12 L.S. 1.82 3.86
TOTAL 645.98
TOTAL 652.44
TOTAL 744.11
TOTAL 855.73
Say 86.45
6.16 Tile brick masonry with common burnt clay F.P.S. (non modular) tile bricks of class designation 10 in
6.16.1 foundation
Cement and 1:4
mortar plinth in:
(1 cement : 4 coarse sand)
MATERIAL
1984 Common burnt clay F.P.S. (non modular) bricks tile class 4600 1000 0.777 3574.2
designation 10 Nos
Cement mortar 1 : 4
2207 Carriage of Brick tiles 262.29 1000 0.777 203.8
Nos
9999 Sundries 2.12 L.S. 4.55 9.65
LABOUR
115 Coolie 645 day 1.54 993.3
101 Bhisti 714 day 0.2 142.8
TOTAL 7714.43
TOTAL 7791.57
TOTAL 8886.29
TOTAL 10219.23
Say 10321.4
6.16.2 foundation
Cement and 1:6
mortar plinth in:
(1 cement : 6 coarse sand)
MATERIAL
designation 10 Nos
Cement mortar 1 : 6
Nos
9999 Sundries 2.12 L.S. 4.55 9.65
LABOUR
115 Coolie 645 day 1.54 993.3
101 Bhisti 714 day 0.2 142.8
TOTAL 7446.87
TOTAL 7521.34
TOTAL 8578.09
TOTAL 9864.8
Say 9963.45
6.17 Tile brick masonry with common burnt clay machine moulded tile bricks of class designation 12.5
Code conforming to IS : 2690 (Part I) in foundation and plinth in cement
Description Rate mortar 1:6 (1 cement
Unit Qty : 6 coarse
Total
MATERIAL
7904 Machine moulded common burnt clay tile bricks of class 4600 1000 0.777 3574.2
designation 12.5 Nos
Nos
Cement mortar 1 : 6
9999 Sundries 2.12 L.S. 4.55 9.65
LABOUR
115 Coolie 645 day 1.54 993.3
101 Bhisti 714 day 0.2 142.8
TOTAL 7446.87
TOTAL 7521.34
TOTAL 8578.09
TOTAL 9864.8
Say 9963.45
Code superstructure above plinth level up to floor V level in cement
Description mortar 1:6
Rate (1 cement
Unit Qty: 6 coarseTotal
sand).
MATERIAL
designation 10 Nos
Nos
Cement mortar 1 : 6
9999 Sundries 2.12 L.S. 4.55 9.65
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
Extra labour for lifting of materials
115 Coolie 645 day 1.13 728.85
9999 Scaffolding 2.12 L.S. 33.8 71.66
TOTAL 8714.68
TOTAL 8801.83
TOTAL 10038.49
TOTAL 11544.26
Say 11659.7
plain arch work in superstructure above plinth and upto floor five level in cement mortar 1:4 (1
MATERIAL
designation 10 Nos
Nos
Cement mortar 1 : 4
9999 Sundries 2.12 L.S. 5.46 11.58
Centering and shuttering, area same as in item no. 6.9
concrete work
9999 Scaffolding 2.12 L.S. 18.85 39.96
LABOUR
115 Coolie 645 day 3.21 2070.45
101 Bhisti 714 day 0.2 142.8
115 Coolie 645 day 1.13 728.85
TOTAL 13588.44
(13588.44 - 4109.06) = 9479.38
TOTAL 13683.23
on (13683.23 - 4109.06) = 9574.17 x 0.1405
TOTAL 15028.4
except (A) i.e. on (15028.4 - 4109.06) = 10919.34
TOTAL 16666.3
(16666.3 - 4109.06) = 12557.24
Say 16791.85
Code gauged arch work in superstructure above plinth and upto floor
Description Ratefive level in cement
Unit mortar 1:4
Qty (1
Total
MATERIAL
designation 10 Nos
Nos
Cement mortar 1 : 4
9999 Sundries and shuttering 2.12 L.S. 5.46 11.58
Centering and shuttering, area same as in item no. 6.9
concrete work
9999 Scaffolding 2.12 L.S. 18.85 39.96
LABOUR
123 Mason (brick layer) 1st class 784 day 1.5 1176
124 Mason (brick layer) 2nd class 714 day 1.5 1071
115 Coolie 645 day 5.33 3437.85
101 Bhisti 714 day 0.2 142.8
115 Coolie 645 day 1.13 728.85
TOTAL 16087.49
(16087.49 - 4109.06) = 11978.43
TOTAL 16207.27
on (16207.27 - 4109.06) = 12098.21 x 0.1405
TOTAL 17907.07
except (A) i.e. on (17907.07 - 4109.06) = 13798.01
TOTAL 19976.77
(19976.77 - 4109.06) = 15867.71
Say 20135.45
6.22 Tile brick masonry work 5 cm thick with common burnt clay F.P.S. (non modular) tile bricks of class
Code designation 10 in cement mortar 1:3 (1 cement : 3 coarse sand)
Description in superstructure
Rate Unit above
Qty plinthTotal
and
designation 10 Nos
Nos
Cement mortar 1:3
9999 Sundries and scaffolding 2.12 L.S. 8.06 17.09
LABOUR
115 Coolie 645 day 1.88 1212.6
101 Bhisti 714 day 0.33 235.62
115 Coolie 645 day 1.29 832.05
TOTAL 6292.18
TOTAL 6355.1
TOTAL 7247.99
TOTAL 8335.19
Cost of 10 Sqm. 8418.54
Say 841.85
6.23 Honey-comb brick work 10 / 11.4 cm thick with common burnt clay bricks of class designation 7.5 in
Code super structure above plinth level upto floor V level with cement
Description Rate mortarUnit
1:4 (1 cement
Qty : 4 coarse
Total
Details of cost for 1sqm. of Honey comb brick works-
MATERIAL
Brick work, with bricks of class designation 75, in cement
mortar 1:4 (1 Cement : 4 Coarse sand) in superstructure
1 m x 1 x 0.143 m x 4.5/7.5 = 0.069 cum
6.4.1 Rate as per item No 6.4.1 of SH :- Brick work. 8512.1 cum 0.069 587.33
9999 Extra for delay due to fine work 2.12 L.S. 20.67 43.82
TOTAL 631.15
(631.15 - 587.33) = 43.8200000000001
TOTAL 631.59
on (631.59 - 587.33) = 44.26 x 0.1405
TOTAL 637.81
except (A) i.e. on (637.81 - 587.33) = 50.4800000000001
TOTAL 645.38
- 587.33) = 58.0500000000002
Say 645.95
6.24 Extra for laying brick work in or under water and/or liquid mud including cost of pumping or bailing
Code out water and removing slush etc. complete.
Details of cost for depth of water 0.30m depth.
pumping hours = 3 hrs. on 0.375 day.
11 Hire charges of Pumpset of capacity 4000 litres/hour. 700 day 0.375 262.5
114 Beldar 645 day 4 2580

TOTAL 2842.5
TOTAL 2870.93
TOTAL 3274.3
TOTAL 3765.45
Say 905.5
6.25 Extra for laying brick work in or under foul position. EXPOSED BRICK WALL
114 Beldar 645 day 0.25 161.25
115 Coolie 645 day 0.15 96.75
TOTAL 287.96
TOTAL 290.84
TOTAL 331.7
TOTAL 381.46
Say 385.25
6.26 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in
6.26.1 exposed
From bricklevel
ground workupto
including
plinthmaking
level horizontal and vertical grooves 10 mm wide 12 mm deep
designation 7.5 Nos
Nos
Cement mortar 1 : 6
9999 Sundries including steel/wooden strips for making 2.12 L.S. 16.38 34.73
grooves.
LABOUR
For selection of bricks
114 Beldar 645 day 0.5 322.5
115 Coolie 645 day 1.07 690.15
101 Bhisti 714 day 0.2 142.8
TOTAL 5119.47
TOTAL 5170.66
TOTAL 5897.14
TOTAL 6781.71
Say 6849.55
6.26 Brick work with common burnt clay selected F.P.S. (non modular) bricks of class designation 7.5 in
6.26.2 exposed
Above bricklevel
plinth workupto
including
floor Vmaking
MATERIAL
designation 7.5 Nos
Nos
grooves.
LABOUR
For selection of bricks
114 Beldar 645 day 0.5 322.5
115 Coolie 645 day 1.6 1032
101 Bhisti 714 day 0.2 142.8
115 Coolie 645 day 1.13 728.85
9999 Sundries 2.12 L.S. 22.36 47.4
TOTAL 6402.35
TOTAL 6466.37
TOTAL 7374.9
TOTAL 8481.14
Say 8565.95
6.27 Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work
6.27.1 including
From making
ground levelhorizontal and
upto plinth vertical grooves 10mm wide 12 mm deep complete in cement mortar
level
MATERIAL
7.5 Nos
Nos
9999 Sundries i/c steel / wooden strips for making grooves 2.12 L.S. 16.38 34.73
LABOUR
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.18 128.52
TOTAL 4177.07
TOTAL 4218.84
TOTAL 4811.59
TOTAL 5533.33
Say 5588.65
6.27 Brick work with common burnt clay modular bricks of class designation 7.5 in exposed brick work
6.27.2 including
Above making
plinth levelhorizontal
upto floorand vertical grooves 10mm wide 12 mm deep complete in cement mortar
V level
MATERIAL
7.5 Nos
Nos
LABOUR
115 Coolie 645 day 1.43 922.35
101 Bhisti 714 day 0.18 128.52
115 Coolie 645 day 1.13 728.85
9999 Sundries 2.12 L.S. 22.36 47.4
TOTAL 5395.45
TOTAL 5449.4
TOTAL 6215.04
TOTAL 7147.3
Say 7218.75
6.28 Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in
6.28.1 exposed
From bricklevel
ground workupto
including
plinthmaking
1986 Common burnt clay modular bricks class designation 12.5 5200 1000 0.487 2532.4
Nos
Nos
grooves.
LABOUR
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.18 128.52
TOTAL 4858.87
TOTAL 4907.46
TOTAL 5596.96
TOTAL 6436.5
Say 6500.85
6.28 Brick work with common burnt clay machine moulded modular bricks of class designation 12.5 in
6.28.2 exposed
Above bricklevel
plinth workupto
including
floor Vmaking
MATERIAL
1986 Common burnt clay modular bricks class designation 12.5 5200 1000 0.487 2532.4
Nos
Nos
grooves.
LABOUR
115 Coolie 645 day 1.43 922.35
101 Bhisti 714 day 0.18 128.52
115 Coolie 645 day 1.13 728.85
9999 Sundries 2.12 L.S. 22.36 47.4
TOTAL 6077.25
TOTAL 6138.02
TOTAL 7000.41
TOTAL 8050.47
Say 8130.95
6.29 Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation
6.29.1 12.5 inground
From exposed brick
level work
upto including
plinth level making horizontal and vertical grooves 10 mm wide 12 mm deep
MATERIAL
7903 Machine moulded common burnt clay FPS (non 4700 1000 0.494 2321.8
modular) bricks of class designation 12.5 Nos
Nos
LABOUR
115 Coolie 645 day 1.37 883.65
101 Bhisti 714 day 0.2 142.8
TOTAL 5059.79
TOTAL 5110.39
TOTAL 5828.4
TOTAL 6702.66
Say 6769.7
6.29 Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation
6.29.2 12.5 in plinth
Above exposed brick
level work
upto including
floor V level making horizontal and vertical grooves 10 mm wide 12 mm deep
MATERIAL
7903 Machine moulded common burnt clay FPS (non 4700 1000 0.494 2321.8
modular) bricks of class designation 12.5 Nos
Nos
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
115 Coolie 645 day 1.13 728.85
9999 Sundries 2.12 L.S. 22.36 47.4
TOTAL 6233.23
TOTAL 6295.56
TOTAL 7180.09
TOTAL 8257.1
Say 8339.65
6.3 Brick work with common burnt clay machine moulded perforated F.P.S. (non modular) bricks of class
6.30.1 designation
From ground12.5
levelconforming
upto plinthISlevel
: 2222 in exposed brick work including making horizontal and vertical
MATERIAL
(non Nos
modular) bricks of class designation 12.5 0.494
Nos
LABOUR
115 Coolie 645 day 1.37 883.65
101 Bhisti 714 day 0.2 142.8
TOTAL 4812.79
TOTAL 4860.92
TOTAL 5543.88
TOTAL 6375.46
Say 6439.2
6.3 Brick work with common burnt clay machine moulded perforated F.P.S. (non modular) bricks of class
6.30.2 designation
Above plinth12.5
levelconforming
upto floor IS : 2222 in exposed brick work including making horizontal and vertical
V level
MATERIAL
(non modular) bricks of class designation 12.5 Nos
Nos
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
115 Coolie 645 day 1.13 728.85
9999 Sundries 2.12 L.S. 22.36 47.4
TOTAL 6031.17
TOTAL 6091.48
TOTAL 6947.33
TOTAL 7989.43
Say 8069.3
6.31 Brick work with common burnt clay machine moulded perforated modular bricks of class designation
6.31.1 12.5 conforming
From ground level toupto
IS : 2222 inlevel
plinth exposed brick work including making horizontal and vertical grooves
MATERIAL
Nos
3.11 Cement mortar 1 : 6 (1 cement : 3686.3 cum 0.22 810.99
6 coarse sand) (Rate as per item No 3.11) 0.22
LABOUR
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.18 128.52
TOTAL 4664.07
TOTAL 4710.71
TOTAL 5372.56
TOTAL 6178.44
Say 6240.2
6.31 Brick work with common burnt clay machine moulded perforated modular bricks of class designation
6.31.2 12.5 conforming
Above plinth leveltoupto
IS : 2222
floorin
V exposed
level brick work including making horizontal and vertical grooves
MATERIAL
Nos
LABOUR
115 Coolie 645 day 1.43 922.35
101 Bhisti 714 day 0.18 128.52
115 Coolie 645 day 1.13 728.85
9999 Sundries 2.12 L.S. 22.36 47.4
TOTAL 5882.45
TOTAL 5941.27
TOTAL 6776.02
TOTAL 7792.42
Say 7870.35
6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above
6.32.1 plinth level
Cement up to
mortar floor
1:4 five level
(1 cement : 4in :
coarse sand)
MATERIAL
7008 F.P.S.(non modular) clay fly ash bricks class designation 4500 1000 0.494 2223
7.5 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 8.97 19.02
above floor two level upto floor V level (0.75 x 1.5 =
1.13)
115 Coolie 645 day 1.13 728.85
TOTAL 6289.27
TOTAL 6352.16
TOTAL 7244.64
TOTAL 8331.34
Say 8414.65
6.32 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above
6.32.2 plinth level
Cement up to
mortar floor
1:6 five level
(1 cement : 6in :
coarse sand)
MATERIAL
7008 F.P.S.(non modular) clay fly ash bricks class designation 4500 1000 0.494 2223
7.5 Nos
SH: Mortars 0.25
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 8.97 19.02
1.13)
115 Coolie 645 day 1.13 728.85
TOTAL 6122.05
TOTAL 6183.27
TOTAL 7052.02
TOTAL 8109.82
Say 8190.9
6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average
6.34.1 compressive
Cement strength
mortar in super:structure
1:4 (1 cement above plinth level up to floor V level in :
4 coarse sand)
MATERIAL
7737 Fly ash bricks conforming to I.S. 12894 3950 1000 0.487 1923.65
Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 22.36 47.4
1.13)
115 Coolie 645 day 1.13 728.85
TOTAL 5884.58
TOTAL 5943.43
TOTAL 6778.48
TOTAL 7795.25
Say 7873.2
6.34 Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average
6.34.2 compressive
Cement strength
mortar in super:structure
1:6 (1 cement above plinth level up to floor V level in :
6 Coarse sand)
MATERIAL
Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 22.36 47.4
1.13)
115 Coolie 645 day 1.13 728.85
TOTAL 5737.43
TOTAL 5794.8
TOTAL 6608.97
TOTAL 7600.32
Say 7676.3
6.35 Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139, class
6.35.1 designation
Cement 10 average
mortar compressive
1:4 (1 cement strength
: 4 coarse sand) in super structure above plinth level up to floor V level
MATERIAL
7738 Calcium Silicate Bricks machine moulded confirming to 5050 1000 0.487 2459.35
I.S. 4139 - 1989 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 22.36 47.4
1.13)
115 Coolie 645 day 1.13 728.85
TOTAL 6420.28
TOTAL 6484.48
TOTAL 7395.55
TOTAL 8504.88
Say 8589.95
6.35 Brick work with modular calcium silicate bricks machine moulded conforming to IS:4139, class
6.35.2 designation
Cement 10 average
mortar compressive
1:6 (1 cement strength
: 6 Coarse sand)in super structure above plinth level up to floor V level
MATERIAL
7738 Calcium Silicate Bricks machine moulded confirming to 5050 1000 0.487 2459.35
I.S. 4139 - 1989 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.8 1161
101 Bhisti 714 day 0.2 142.8
9999 Scaffolding 2.12 L.S. 22.36 47.4
1.13)
115 Coolie 645 day 1.13 728.85
TOTAL 6273.13
TOTAL 6335.86
TOTAL 7226.05
TOTAL 8309.96
Say 8393.05
6.36 Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement
6.36.1 mortar 1:4
Cement (1 cement
Mortar 1:4 ( 1: cement
4 coarse: sand) in foundation
4 coarse sand) and plinth :
MATERIAL
7736 Extruded burnt flyash clay sewer bricks conforming to I.S 5000 1000 0.487 2435
4885 - 1988 Nos
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.18 128.52
TOTAL 4879.68
TOTAL 4928.48
TOTAL 5620.93
TOTAL 6464.07
Say 6528.7
6.37 Brick work with modular extruded brunt fly ash clay sewer bricks (conforming to IS : 4885) in arches in
Code foundation and plinth in cement mortar 1:3 ( 1 cement : 3 fine
Description sand). Unit
Rate Qty Total
MATERIAL
7736 Extruded burnt flyash clay sewer bricks conforming to I.S 5000 1000 0.487 2435
4885 - 1988 Nos
Cement Mortar 1:3 (1 cement : 3 fine sand).
3.3 Rate as per item no 3.3 SH Mortar 4382.15 cum 0.25 1095.54
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
concrete work
LABOUR
115 Coolie 645 day 1.86 1199.7
101 Bhisti 714 day 0.2 142.8
TOTAL 9829.94
(9829.94 - 4109.06) = 5720.88
TOTAL 9887.15
on (9887.15 - 4109.06) = 5778.09 x 0.1405
TOTAL 10698.97
except (A) i.e. on (10698.97 - 4109.06) = 6589.91
TOTAL 11687.46
(11687.46 - 4109.06) = 7578.4
Say 11763.25
6.38 Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in
Code super structure above plinth level up to floor V level in cement
Description Ratemortar 1:4 (1 cement
Unit Qty: 4 coarse sand ).
Total
MATERIAL
8655 Autoclaved aerated cement (AAC) blocks. 2650 cum 1 2650
2208 Carriage of Lime 163.93 cum 1 163.93
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.37 883.65
101 Bhisti 714 day 0.2 142.8
Reinforcement bars
5.22.1 Rate as per item no. 5.22.1 of SH : Reinforced cement 88.95 kg 13.2 1174.14
concrete work
(above floor two level upto floor five level)(0.75 x1.5
=1.13).
115 Coolie 645 day 1.13 728.85
TOTAL 6941.72
(6941.72 - 1174.14) = 5767.58
TOTAL 6999.4
on (6999.4 - 1174.14) = 5825.26 x 0.1405
TOTAL 7817.85
except (A) i.e. on (7817.85 - 1174.14) = 6643.71
TOTAL 8814.41
(8814.41 - 1174.14) = 7640.27
Say 8890.8
6.4 Providing and laying Gypsum panel partitions 100 mm thick with water proof Gypsum panels of size
Code 666x500x100 mm, made of calcite phosphor Gypsum fixed with
Description Ratetongue and
Unitgroove,
Qtyjointed with
Total
MATERIAL
8656 Gypsum panel 666 X 500 X 100 mm size. 480 sqm 10 4800
8657 Bonding plaster for Gypsum panel. 25.5 kg 25 637.5
9999 Sundries & scaffolding 2.12 L.S. 13.52 28.66
LABOUR
114 Beldar 645 day 1 645
TOTAL 6503.16
TOTAL 6568.19
TOTAL 7491.02
TOTAL 8614.67
Say 870.1
6.41 Extra for Gypsum panel Partitions in superstructure above floor V level for every four floors or part
Code thereof.
Details of cost for 10 sqm. per four floor
Extra labour element for lifting of materials above floor
V level.
115 Coolie 645 day 1.73 1115.85
TOTAL 1115.85
TOTAL 1127.01
TOTAL 1285.35
TOTAL 1478.15
Say 149.3
6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non
Code modular) bricks of class designation 7.5 including grouting with
Description Ratecement mortar
Unit 1:4Qty
(1 cement Total
: 4 fine
9999 Excavation and disposal of surplus earth 2.12 L.S. 2.73 5.79
2nd class bricks = 42 nos. +
Add wastage @ 10% = 4.2 nos.
Total = 46.2 nos. Say 46.00 nos.
designation 7.5 Nos
Nos
LABOUR
155 Mason (average) 749 day 0.1 74.9
114 Beldar 645 day 0.1 64.5
101 Bhisti 714 day 0.03 21.42
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 417.02
TOTAL 421.19
TOTAL 480.37
TOTAL 552.43
Say 55.8
6.45 Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in
6.45.1 super structure
Cement mortar 1above
: 3 (1plinth
cement and
: 3upto floor
coarse V level.
sand)
MATERIAL
7737 Fly ash bricks conforming to I.S. 12894 Cement mortar 3950 1000 0.565 2231.75
1:3 (1 cement : 3 coarse sand) Nos
Nos
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 0.7 499.8
115 Coolie 645 day 1.29 832.05
TOTAL 7434.81
TOTAL 7509.16
TOTAL 8564.2
TOTAL 9848.83
Say 994.75
6.45 Half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in
6.45.2 super structure
Cement mortar 1above
: 4 (1plinth
cement and
: 4upto floor
coarse V level.
sand)
MATERIAL
Nos
Nos
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 0.7 499.8
115 Coolie 645 day 1.29 832.05
TOTAL 7247.51
TOTAL 7319.99
TOTAL 8348.45
TOTAL 9600.72
Say 969.65
6.47 Providing and laying autoclaved aerated cement blocks masonry with 150mm/230mm/300 mm thick
Code AAC blocks in super structure above plinth level up to floor VRate
Description level with Unit
RCC band Qty
at sill level and
Total
MATERIAL
8655 Autoclaved areated cement (AAC) blocks 2650 cum 1 2650
357 Polymer modified adhesive mortar 14 kg 30 420
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
123 Mason (brick layer) 1 st class 784 day 0.36 282.24
115 Coolie 645 day 1.37 883.65
(above floor two level upto floor five level) (0.75x1.50 =
1.13)
115 Coolie 645 day 1.13 728.85
TOTAL 5227.57
TOTAL 5279.85
TOTAL 6021.67
TOTAL 6924.92
Say 6994.15
7.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement
7.1.1 concretemortar
Cement 1:6:12 1:6
(1 cement : 6 coarse
(1 cement sand
: 6 coarse : 12 graded stone aggregate 20 mm nominal size) upto
sand)
MATERIAL
1157 Stone for masonry work 1100 cum 1 1100
1154 Through and bond stone size 24 x24 x39 cm 5000 100 Nos 0.07 350
Carriage:
2215 Carriage of Soling stone & masonry stone 192.86 cum 1.16 223.72
7.00x24cmx24cmx39cm = 0.16 cum.
1.00cum. + 0.16 cum. = 1.16 cum.
LABOUR
125 Mason (for plain stone work) 2nd class) 714 day 1.07 763.98
114 Beldar 645 day 1.07 690.15
115 Coolie 645 day 0.71 457.95
101 Bhisti 714 day 0.09 64.26
9999 Cement concrete 1:6:12 2.12 L.S. 45.76 97.01
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 4972.92
TOTAL 5022.65
TOTAL 5728.33
TOTAL 6587.58
Say 6653.45
7.2 Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level,
7.2.1 includingmortar
Cement leveling
1:6up(1with cement
cement concrete
: 6 coarse 1:6:12 (1 cement : 6 coarse sand : 12 graded stone
sand)
MATERIAL
1157 Stone for masonry work 1100 cum 1 1100
1154 Through and bond stone size 24 x 24 x39 cm 5000 100 Nos 0.07 350
Carriage of stone-
7.00x24cmx24cmx39cm = 0.16 cum.
1.00cum. + 0.16 cum. = 1.16 cum.
LABOUR
114 Beldar 645 day 1.45 935.25
115 Coolie 645 day 0.71 457.95
101 Bhisti 714 day 0.09 64.26
115 Coolie 645 day 1.13 728.85
9999 Sundries 2.12 L.S. 15.21 32.25
TOTAL 6185.41
TOTAL 6247.26
TOTAL 7125
TOTAL 8193.75
Say 8275.7

7.4.1 Square or rectangular pillars
LABOUR
115 Coolie 645 day 0.27 174.15
TOTAL 588.27
TOTAL 594.15
TOTAL 677.63
TOTAL 779.27
Say 787.05

7.4.2 Circular pillars
1157 Stone for masonry work 1100 cum 0.29 319
LABOUR
Labour for cutting and dressing stones-
115 Coolie 645 day 0.35 225.75
TOTAL 1614.56
TOTAL 1630.71
TOTAL 1859.82
TOTAL 2138.79
Say 2160.2
7.5 Extra for random rubble masonry with hard stone curved on plan for a mean radius not exceeding 6
Code m.
LABOUR
Labour for cutting and dressing stones-
115 Coolie 645 day 0.53 341.85
TOTAL 663.92
TOTAL 670.56
TOTAL 764.77
TOTAL 879.49
Say 888.3
7.6 Coursed rubble masonry (first sort) with hard stone in foundation and plinth with :
7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
MATERIAL
1154 Through and bond stone size 24 x24 x39 cm 5000 100 Nos 0.07 350
7.00x24cmx24cmx39cm = 0.16 cum.
1.21+0.16=1.37 Cum
LABOUR
114 Beldar 645 day 1.24 799.8
115 Coolie 645 day 0.71 457.95
101 Bhisti 714 day 0.09 64.26
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 5915.46
TOTAL 5974.61
TOTAL 6814.04
TOTAL 7836.15
Say 7914.5
7.7 Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :
7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand)
MATERIAL
Carriage:
2215 Carriage of Soling stone & masonry stone 192.86 cum 1.26 243
7.00x24cmx24cmx39cm = 0.16 cum.
1.10+0.16 cum = 1.26 cum.
LABOUR
114 Beldar 645 day 1.24 799.8
115 Coolie 645 day 0.71 457.95
101 Bhisti 714 day 0.09 64.26
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 5516.2
TOTAL 5571.36
TOTAL 6354.14
TOTAL 7307.26
Say 7380.35
7.8 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and
7.8.1 upto floorwork
Masonry five level.
(first sort), in cement mortar 1:6 (1 cement : 6 coarse sand)
MATERIAL
7.00 x 24 cm x24 cm x 39 cm = 0.16 cum.
1.21 cum. + 0.16 cum = 1.37 cum
LABOUR
114 Beldar 645 day 1.59 1025.55
115 Coolie 645 day 0.71 457.95
101 Bhisti 714 day 0.09 64.26
115 Coolie 645 day 1.13 728.85
9999 Sundries, scaffolding etc. 2.12 L.S. 37.7 79.92
TOTAL 7106.96
TOTAL 7178.03
TOTAL 8186.54
TOTAL 9414.52
Say 9508.65
7.8 Coursed rubble masonry with hard stone (first or second sort) in superstructure above plinth level and
7.8.2 upto floorwork
Masonry five level.
(second sort), in cement mortar 1:6 (1 cement: 6 coarse sand)
MATERIAL
1154 Through and bond stone size 24 x24 x39 cm Carriage: 5000 100 Nos 0.07 350
2215 Carriage of Soling stone & masonry stone 192.86 cum 1.26 243
7.00x24cmx24cmx39cm = 0.16 cum.
1.10+0.16 cum = 1.26 cum.
LABOUR
114 Beldar 645 day 1.59 1025.55
115 Coolie 645 day 0.71 457.95
101 Bhisti 714 day 0.09 64.26
115 Coolie 645 day 1.13 728.85
9999 Sundries, scaffolding etc. 2.12 L.S. 37.7 79.92
TOTAL 6707.7
TOTAL 6774.78
TOTAL 7726.64
TOTAL 8885.64
Say 8974.5
LABOUR
115 Coolie 645 day 0.27 174.15
TOTAL 652.53
TOTAL 659.06
TOTAL 751.66
TOTAL 864.41
Say 873.05
7.10.2 Circular pillars
LABOUR
Labour for cutting and dressing :
115 Coolie 645 day 0.35 225.75
TOTAL 1831.85
TOTAL 1850.17
TOTAL 2110.12
TOTAL 2426.64
Say 2450.9
7.11 Extra for coursed rubble masonry with hard stone (first or second sort) curved on plan for a mean
Code radius not exceeding 6 m. ASHLAR MASONRY
Extra
Labour for cutting and dressing:
115 Coolie 645 day 0.53 341.85
TOTAL 719.68
TOTAL 726.88
TOTAL 829.01
TOTAL 953.36
Say 962.9
7.12 Stone work in plain ashlar in super structure upto floor five level in cement mortar 1:6 (1 cement : 6
7.12.1 coarse
One facesand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an
dressed
7.12.1.1 Red sand stone
Details of cost for 10 cudm.
MATERIAL
Red sand stone
Finished work = 10 cudm.+ Add wastage @ 33.3% =
3.33 cudm. Total = 13.33 cudm
1160 Red sand stone block 80 100 1.333 106.64
cudm
2216 Carriage of Stone blocks white & red sand stone & kota 145.72 tonne 0.031 4.52
stone slab
"@" 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065
tonne. Say 0.031 t
Extra labour for lifting of materials upto floor V level
(0.01x1.50 = 0.015)
115 Coolie 645 day 0.015 9.68
Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scafolding 2.12 L.S. 2.73 5.79
9999 Mortar for laying and pointing 2.12 L.S. 8.06 17.09
TOTAL 381.16
TOTAL 384.97
TOTAL 439.06
TOTAL 504.92
Cost of 10 cudm. 509.97
Cost of 1 cum. 50997
Say 50997
7.12.1 coarse
One facesand) including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an
dressed
7.12.1.2 White sand stone
MATERIAL
1161 White sand stone block 205 10 cudm 1.333 273.27
Finished work = 10 cudm.+ Add wastage @ 33.3% = 3.33

cudm. Total = 13.33 cudm.
stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065
tonne say 0.031 t.
Extra labour for lifting of materials upto floor V level.
(0.01 x 1.50 =0.015)
115 Coolie 645 day 0.015 9.68

Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
TOTAL 547.79
TOTAL 553.27
TOTAL 631
TOTAL 725.65
Say 73291
7.12.2 coarse
Both sand)
face including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an
dressed
cudm
MATERIAL
3.33 cudm. Total = 13.33 cudm.
Cost of stone
stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065
tonne say 0.031 t.
(0.01x1.50 = 0.015)
115 Coolie 645 day 0.015 9.68

Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scafolding 2.12 L.S. 2.73 5.79
TOTAL 522.68
TOTAL 527.91
TOTAL 602.08
TOTAL 692.39
Say 69931
7.12.2 coarse
Both sand)
face including pointing with cement mortar 1:2 (1 white cement : 2 stone dust) with an
dressed
Details of cost for 10 cudm or 0.01 cum
MATERIAL

stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065 0.031
tonne say 0.031 t.
Extra labour for lifting of material upto floor V level.
(0.01 x 1.50 = 0.015)
115 Coolie 645 day 0.015 9.68

Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
TOTAL 689.31
TOTAL 696.2
TOTAL 794.02
TOTAL 913.12
Say 92225
7.13 Stone work plain ashlar in arches in super structure upto floor V level in cement mortar 1:3 (1
7.13.1 cement
One face: 3dressed
coarse sand) including centering, shuttering and pointing with white cement mortar 1:2 (1
MATERIAL
cudm
stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065
tonne say 0.031 t.
Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
9999 Centering and shuttering 2.12 L.S. 13.52 28.66
9999 Extra for using white cement 2.12 L.S. 8.06 17.09
up to floor five level) (0.01 x 1.5 = 0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 426.91
TOTAL 431.18
TOTAL 491.76
TOTAL 565.52
Say 57118
7.13.1 cement
One face: 3dressed
MATERIAL

stone slab
@ 2.30kg/cudm = 13.33x2.30=30.659 kg = 0.03065
tonne say 0.031t
Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
115 Coolie 645 day 0.015 9.68

TOTAL 593.54
TOTAL 599.48
TOTAL 683.71
TOTAL 786.27
Say 79413
7.13.2 cement
Both face: 3dressed
MATERIAL
cudm
stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065
tonne say 0.031 t.
Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
115 Coolie 645 day 0.015 9.68

TOTAL 568.43
TOTAL 574.11
TOTAL 654.77
TOTAL 752.99
Say 76052
7.13.2 cement
Both face: 3dressed
MATERIAL
Finished work = 10 cudm. Add wastage @ 33.3% =

stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065
tonne say 0.031 t.
Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
115 Coolie 645 day 0.015 9.68

TOTAL 735.06
TOTAL 742.41
TOTAL 846.72
TOTAL 973.73
Say 98347
7.14 Stone work plain ashlar in domes , in super structure upto floor V level in cement mortar 1:3 (1
7.14.1 cement
One face: 3dressed
MATERIAL
cudm
stone slab
@ 2.30kg/cudm = 13.33x2.30=30.659 kg =0.03065
tonne say 0.031 t
Dressing charges
LABOUR
126 Mason (for ornamental stone work) 784 day 0.176 137.98
1st class 0.176
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
9999 Centring and shuttering 2.12 L.S. 33.15 70.28
Extra labour for lifting of material up to floor five level
(0.01 x 1.5 = 0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 669.34
TOTAL 676.03
TOTAL 771.01
TOTAL 886.66
Say 89553
7.14.1 cement
One face: 3dressed
MATERIAL

stone slab
@ 2.30kg/cudm = 13.33x2.30=30.659 kg =0.03065
tonne say 0.031 t
Dressing charges
LABOUR
126 Mason (for ornamental stone work) 1st class 784 day 0.176 137.98
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
(0.01 x 1.5 = 0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 835.97
TOTAL 844.33
TOTAL 962.96
TOTAL 1107.4
Say 111847
7.14.2 cement
Both face: 3dressed
MATERIAL
cudm
stone slab
@ 2.30kg/cudm = 13.33x2.30=30.659 kg =0.03065
tonne say 0.031 t
Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
(0.01 x 1.5 = 0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 1011.69
TOTAL 1021.81
TOTAL 1165.37
TOTAL 1340.18
Say 135358
7.14.2 cement
Both face: 3dressed
MATERIAL

stone slab
@ 2.30kg/cudm = 13.33x2.30=30.659 kg =0.03065
tonne say 0.031 t
Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
(0.01 x 1.5 = 0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 1178.32
TOTAL 1190.1
TOTAL 1357.31
TOTAL 1560.91
Say 157652
7.15 Stone work ashlar punched (ordinary) in superstructure upto floor five level in cement mortar 1:6 (1
7.15.1 whiteface
One cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone
dressed
MATERIAL
cudm
stone slab
@ 2.30kg/cudm = 13.33x2.30=30.659 tonne =
0.03065kg say 0.031 t
Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
(0.01x1.50 = 0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 360.46
TOTAL 364.06
TOTAL 415.21
TOTAL 477.49
Say 48226
7.15.1 whiteface
One cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone
dressed
MATERIAL

stone slab
@ 2.30kg/cudm = 13.33x2.30 =30.659 tonne =
0.03065kg say 0.031 t
Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
(0.01x1.50 = 0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 527.09
TOTAL 532.36
TOTAL 607.16
TOTAL 698.23
Say 70521
7.15.2 whitefaced
Both cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone
punched
MATERIAL
cudm
3.33 cudm. Total = 13.33 cudm
stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 tonne =
0.03065 kg say 0.031 t.
0.01x1.50 = 0.015
115 Coolie 645 day 0.015 9.68
Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scafolding 2.12 L.S. 2.73 5.79
TOTAL 481.27
TOTAL 486.08
TOTAL 554.37
TOTAL 637.53
Say 64391
7.15.2 whitefaced
Both cement : 6 coarse sand) including pointing with cement mortar 1:2 (1 white cement : 2 stone
punched
MATERIAL

stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 tonne =
0.03065 kg say 0.031 t.
Extra labour for lifting of material upto floor V level.
(0.01 x 1.50 = 0.015)
115 Coolie 645 day 0.015 9.68

Dressing charges
LABOUR
114 Beldar 645 day 0.088 56.76
115 Coolie 645 day 0.044 28.38
100 Bandhani 714 day 0.088 62.83
Fixing charges
LABOUR
125 Mason (for plain stone work) 2nd class 714 day 0.044 31.42
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
TOTAL 647.9
TOTAL 654.38
TOTAL 746.32
TOTAL 858.27
Say 86685
7.16 Extra for stone work, random rubble / coursed rubble masonry / ashlar masonry above floor V level
Code for every four floors or part thereof.
Details of cost for 10 cudm or 0.01 cum above floor V
level
Labour required for lifting of material (above floor five

level for each additional four floor or part their of)
Extra labour for lifting of materials above floor V level
(0.01 x 2.0 = 0.020)
114 Beldar 645 day 0.02 12.9

TOTAL 12.9
TOTAL 13.03
TOTAL 14.86
TOTAL 17.09
Cost of 1 cum. 1726
Say 1726
7.17 Extra for plain ashlar or ashlar punched in :

9999 Labour and materials 2.12 L.S. 8.97 19.02
TOTAL 19.02
TOTAL 19.21
TOTAL 21.91
TOTAL 25.2
Cost of 1 cum. 2545
Say 2545
7.18 Extra for stone work; plain ashlar or ashlar punched curved on plan with a mean radius not exceeding
Code 6 m.
TOTAL 13.23
TOTAL 13.36
TOTAL 15.24
TOTAL 17.53
Cost of 1 cum. 1771
Say 1771
7.19 Extra for additional cost of centering for arches exceeding 6m span including all strutting, bolting,
Code wedging etc. and removal (area of soffit to be measured). Rate
Centering and shuttering for arches and carved surface
exceeding 6m in span (an average of 8m)
Radius R = 5m
2R-2 = 4+4
tan -¹ (4/3)=53.28°
2x53.28=106°
Surface area =2x22/7x5x3.6x106/360 =33.31sqm.
Arc=9.25m
MATERIAL
Tie-2x8x0.18x0.05 =0.144cum
Struts-2x2.5x0.1x0.1 =0.050cum.
Struts-2x1.77x0.1x0.1=0.035cum.
Ribs-6x1.54x0.23x0.1=0.213cum.
Struts-2x1.72x0.1x0.1=0.034cum.
Total=0.476cum.
laggings-75x3.6x0.125x0.075=2.531cum.
Tie-2x3.6x0.225x0.038=0.062cum.
Brace-3x2x2.14x0.225x0.038=0.110
Brace-3x4x3.8x0.225x0.038=0.390
Sleepers-4x3.6x0.20x0.15=0.432
Sleepers-2x4x3.6x0.175x0.075=0.378
Total = 7.103cum.
1197 Second class kail wood in scantling 260 10 cudm 88.79 23085.4

Fittings:
32 no. @0.50m each = 16m
Straps-50mmx10mm = 8 Nos. @0.25m
each = 2m
Total = 18m
18m, wt @ 3.9kg/m = 70.2 kg. = 0.702q
Qty taken l/8th of qty for cost using > 0.702/8 = 0.08775 Qtl
1225 Mild steel flat strap fitting 4120 quintal 0.0878 361.74
Bolts 160 Nos. 254 mm long 16mm dia.- 160x.254xl
.58=64.21 kg=0.64q.

0.08 Qtl
Carriage of steel = 0.1342t
0.01677 t = 0.0168 t

LABOUR
114 Beldar 645 day 24 15480
9999 Sundries 2.12 L.S. 134.55 285.25
Less Cost of shuttering etc. for an arch exceeding 6 m
span i.e. for an average of 8 m span
5.9.9 Rate as per item no 5.9.9 of SH : Reinforced cement 1826.25 sqm -33.31 -60832.39
concrete work -33.31
TOTAL -1043.2
1043.2 - -60832.39) = 59789.19
TOTAL -445.3099
on (-445.309999999997 - -60832.39) = 60387.08 x
0.1405
TOTAL 8039.07
except (A) i.e. on (8039.07 - -60832.39) = 68871.46
TOTAL 18369.79
(18369.79 - -60832.39) = 79202.18
Cost of 33.31sqm. 19161.81
Cost per sqm of soffit area 575.26
Say 575.25
7.2 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1
7.20.1 cement
Red sand: 6stone
coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone
MATERIAL
Finished work = 10 cudm + Add wastage @ 33.3% =
cudm
stone slab
@ 2.30kg/cudm = 13.33x2.30 = 30.659 kg = 0.03065
tonne say 0.031 t.
Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
(0.01x1.50=0.015)
115 Coolie 645 day 0.015 9.68
TOTAL 543.19
TOTAL 548.62
TOTAL 625.7
TOTAL 719.56
Say 72676
7.2 Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1
7.20.2 cementsand
White : 6 coarse
stone sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone
MATERIAL
stone slab
@ 2.30kg/cudm = 13.33x2.30=30.659 kg = 0.03065
tonne say 0.031t.
Dressing charges
LABOUR
114 Beldar 645 day 0.044 28.38
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.044 31.42
Fixing charges
LABOUR
114 Beldar 645 day 0.022 14.19
115 Coolie 645 day 0.022 14.19
100 Bandhani 714 day 0.022 15.71
101 Bhisti 714 day 0.022 15.71
9999 Scaffolding 2.12 L.S. 2.73 5.79
(0.01x1.50=0.015)
115 Coolie 645 day 0.015 9.68

TOTAL 709.82
TOTAL 716.92
TOTAL 817.65
TOTAL 940.3
Say 94970
7.21.1 Triangular or Square or rectangular pillars
9999 LABOUR 2.12 L.S. 11.7 24.8
TOTAL 24.8
TOTAL 25.05
TOTAL 28.57
TOTAL 32.86
Cost of 1 cum. 3319
Say 3319
7.21.2 Circular or polygonal pillars
9999 LABOUR 2.12 L.S. 33.15 70.28
TOTAL 70.28
TOTAL 70.98
TOTAL 80.95
TOTAL 93.09
Cost of 1 cum. 9402
Say 9402
7.22 Extra for stone work ashlar sunk or moulded in cornices.

Details of cost for a cornice 30cm long, 60cm deep and
15cm projection
Extra labour :
125 Mason (for plain stone work) 2nd class) 714 day 0.5 357
114 Beldar 645 day 0.75 483.75
TOTAL 840.75
TOTAL 849.16
TOTAL 968.47
TOTAL 1113.74
Cost of 30cm long 60cm deep and 15cm girth 1124.88
Cost of per metre per cm girth (60cm deep) 249.97
Say 249.95
7.24 Extra for stone work (veneer work) curved on plan with a mean radius not exceeding 6 m.
TOTAL 19.02
TOTAL 19.21
TOTAL 21.91
TOTAL 25.2
Cost of 1 cum. 2545
Say 2545
7.26 Providing and fixing stone dowels 10x5x2.50 cm cut to double wedge shape as per design in cement
Code mortar 1:2 (1 cement : 2 coarse sand), including making the necessary
Description Rate chases.
Unit Qty Total
Details of cost for one dowel
9999 Cost of stone including carriage 2.12 L.S. 9.1 19.29
9999 Labour for dressing dowel cutting chase and fixing etc. 2.12 L.S. 5.33 11.3

TOTAL 36.29
TOTAL 36.65
TOTAL 41.8
TOTAL 48.07
Cost of each dowel 48.55
Say 48.55
7.28 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as
7.28.1 measured
Red along: the slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12 mm diameter
sand stone
Details of cost for a chajja 2.00 sqm.
(finished work)
MATERIAL
Chisel dressed 80cm sloping length plus 20cm bearing
Area = 2.5xl.00=2.50sqm
1164 Red sand stone slab 40 mmthick (un-dressed) 230 sqm 2.75 632.5
stone slab
@ 2.3kg/cudm.
Labour for dressing:
1002 Mild steel round bar 12 mm dia and below 4850 quintal 0.02 97
9999 Cutting threads and cost of nuts, washers, etc. 2.12 L.S. 67.34 142.76
Mortar for pointing 1:2 (1 Cement : 2 Stone dust)
9999 Pigment 2.12 L.S. 6.24 13.23
9999 Extra cost of white cement 2.12 L.S. 26.91 57.05
LABOUR
125 Mason (for plain stone work) 2nd class) 714 day 1 714
114 Beldar 645 day 1.5 967.5
9999 Scaffolding and sundries etc. 2.12 L.S. 16.12 34.17
Brick cover support 4 courses with bricks of class
designation 75
4x7+5+5=38cm girth 2.5m length =38cmx2.5m=95cm
9999 Cost of Brick cover support. 2.12 L.S. 104 220.48

Brick work in triangular gap above cover with bricks of
class designation 7.5 in
cement mortar 1:4
1/2x2.5x0.2x0.07=0.018cum.
TOTAL 3473.65
(3473.65 - 153.22) = 3320.43
TOTAL 3506.85
on (3506.85 - 153.22) = 3353.63 x 0.1405
TOTAL 3978.04
except (A) i.e. on (3978.04 - 153.22) = 3824.82
TOTAL 4551.76
(4551.76 - 153.22) = 4398.54
Say 2297.85
7.28 Providing and fixing sloping chajja of stone 40 mm thick and upto 80 cm wide beyond the wall as
7.28.2 measured
White sandalong
stonethe
: slope in cement mortar 1:4 (1 cement : 4 coarse sand) with 12 mm diameter
Details of cost for a chajja 2.00 sqm.
(finished work)
MATERIAL
Chisel dressed 80cm sloping length plus 20cm bearing
Area = 2.5x1.00=2.50sqm
1165 White sand stone slab 40 mm thick (un-dressed) 250 sqm 2.75 687.5
stone slab @ 2.3kg/cudm.
Anchoring steel bars 12mm dia. 45cm long, 5 Nos. @
0.80kg/m = 0.02q
1002 Mild steel round bar 12 mm dia and below 4850 quintal 0.02 97
9999 Cutting threads and cost of nuts, washers, etc. 2.12 L.S. 67.34 142.76
Mortar for pointing 1:2 (1 Cement : 2 Stone dust)
9999 Pigment 2.12 L.S. 6.24 13.23
LABOUR
125 Mason (for plain stone work) 2nd class) 714 day 1 714
114 Beldar 645 day 1.5 967.5
Brick cover support 4 courses with bricks of class
designation 75
4x7+5+5=38cm girth 2.5m length =38cmx2.5m=95cm
9999 Cost for Brick cover support . 2.12 L.S. 104 220.48
Brick work in triangular gap above cover with bricks of
class designation 5 in cement mortar 1:4
1/2x2.5x0.2x0.07=0.018cum.
TOTAL 3528.65
(3528.65 - 153.22) = 3375.43
TOTAL 3562.4
on (3562.4 - 153.22) = 3409.18 x 0.1405
TOTAL 4041.39
except (A) i.e. on (4041.39 - 153.22) = 3888.17
TOTAL 4624.62
(4624.62 - 153.22) = 4471.4
Say 2334.65
7.29 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement
7.29.1 mortar
Red 1:4stone
sand (1 cement : 4 coarse sand), including pointing in white cement mortar 1:2 (1 white
Details of cost for (2.5x0.75m) 1.875 sqm.
MATERIAL
Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9
= 2.25 sqm.
1164 Red sand stone slab 40 mmthick (un-dressed) 230 sqm 2.25 517.5
9999 Mortar for pointing 1:2 2.12 L.S. 53.82 114.1
9999 Pigment 2.12 L.S. 6.24 13.23
LABOUR
114 Beldar 645 day 0.8 516
TOTAL 2029.32
TOTAL 2049.61
TOTAL 2337.58
TOTAL 2688.22
Cost of 1.875 sqm. 2715.1
Say 1448.05
7.29 Providing and fixing horizontal chajja of stone 40 mm thick and upto 80 cm projection in cement
mortar 1:4 (1 cement : 4 coarse sand), including pointing in white cement mortar 1:2 (1 white
7.29.2 White sand stone
Details of cost for (2.5x0.75m) 1.875 sqm.
MATERIAL
Taking 2.5mx75cm projection + 15cm bearing = 2.5x0.9
= 2.25 sqm.
1165 White sand stone slab 40 mm thick (un-dressed) 250 sqm 2.25 562.5
9999 Mortar for pointing 1:2 2.12 L.S. 53.82 114.1
9999 Pigment 2.12 L.S. 6.24 13.23
LABOUR
114 Beldar 645 day 0.8 516
TOTAL 2074.32
TOTAL 2095.06
TOTAL 2389.42
TOTAL 2747.83
Cost of 1.875 sqm. 2775.31
Say 1480.15
7.3 30 mm red sand stone sun-shade (chisel-dressed) supported on red sand stone brackets, fixed in walls
Code with cement mortar 1:4 (1 cement : 4 coarse sand), includingRate
Description finishing complete.
Unit Qty Total
Detail of cost for window 1.6m length and
0.70m width = 1.12 sqm.
MATERIAL
over all width 0.70+0.15=0.85 metres
Total area = 1.6x0.85=1.36sqm.
Red stone brackets (chisel dressed) 30mm average
thickness over all width of brackets
0.53+0.23=0.76m
2x0.3x0.76=0.46
Total 1.36+0.46 =1.82sqm.+
Add wastage @10% = 0.18sqm.
Total = 2.00 sqm.
1166 Red sand stone slab 30 mmthick (un-dressed) 220 sqm 2 440
stone slab
9999 Cement mortar 1 :4 2.12 L.S. 13.52 28.66
Labour for dressing and fixing:
LABOUR
114 Beldar 645 day 0.5 322.5
TOTAL 1425.6
TOTAL 1439.86
TOTAL 1642.16
TOTAL 1888.48
Cost for 1.12 sqm. 1907.36
Cost of 1 sqm. 1703
Say 1703
7.31 Providing and fixing red sand stone brackets 55x22.5x45 cm sunk and moulded including providing
Code and fixing with 4 Nos gun metal cramp 25x6 mm 30 cm long Rate
Details of cost for 1 bracket
Quantity of stone for 1 bracket
1 x 55 x 22.5 x 45cm = 0.056cum or 56 cudm.
Red sand stone = 56 cudm.
Add wastage 10% = 5.6 cudm.
Total = 61.6 cudm.
cudm
stone slab @ 2.3kg/ cudm.
Dressing charges
LABOUR
114 Beldar 645 day 0.271 174.8
115 Coolie 645 day 0.1355 87.4
100 Bandhani 714 day 0.271 193.49
373 Cramp Gun metal 25x6x300 mm 80 each 4 320
Fixing charges
LABOUR
114 Beldar 645 day 0.1232 79.46
115 Coolie 645 day 0.1232 79.46
100 Bandhani 714 day 0.1232 87.96
101 Bhisti 714 day 0.1232 87.96
9999 Scaffolding 2.12 L.S. 15.29 32.41
Extra labour for ornamental finish :
TOTAL 4007.84
TOTAL 4047.92
TOTAL 4616.65
TOTAL 5309.15
Cost for 1 Bracket 5362.24
Say 5362.25
7.32 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement
7.32.1 mortar
Red sand1:6stone
(1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white
Details of cost for cornices (30cm long, 30cm deep and
7.5cm project-iron) = 6.75cudm.
MATERIAL
Stone work plain ashlar cyclopean
3x3x0.75 = 6.75 cudm
7.12.1.1 Rate as per item no 7.12.1.1 of SH : Stone Work 50997 cum 0.00675 344.23
Extra labour for making the cornices
114 Beldar 645 day 0.07 45.15
TOTAL 450.66
(450.66 - 344.23) = 106.43
TOTAL 451.72
on (451.72 - 344.23) = 107.49 x 0.1405
TOTAL 466.82
except (A) i.e. on (466.82 - 344.23) = 122.59
TOTAL 485.21
- 344.23) = 140.98
Cost of 6.75 cudm 486.62
Say 72091.85
7.32 Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement
7.32.2 mortarsand
White 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white
stone
Details of cost for cornices (30cm long
30cm deep and 7.5cm project-iron) = 6.75cudm.
MATERIAL
Stone work plain ashlar cyclopean 3x3x0.75 = 6.75 cudm
7.12.1.2 Rate as per item no 7.12.1.2 of SH : Stone Work 73291 cum 0.00675 494.71
Extra labour for making the cornices
114 Beldar 645 day 0.07 45.15
TOTAL 601.14
(601.14 - 494.71) = 106.43
TOTAL 602.2
on (602.2 - 494.71) = 107.49 x 0.1405
TOTAL 617.3
except (A) i.e. on (617.3 - 494.71) = 122.59
TOTAL 635.69
- 494.71) = 140.98
Cost of 6.75 cudm. 637.1
Say 94385.2
7.33 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse
7.33.1 sand),
Red including
sand stone pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an
MATERIAL
Red sand stone slab 40mm = 1.00 sqm. Add 10%
wastage = 0.10 sqm. Total = 1.10 sqm.
1164 Red sand stone slab 40 mm thick (un-dressed) 230 sqm 1.1 253
stone slab
LABOUR
For making, dressing and fixing
114 Beldar 645 day 5.07 3270.15
9999 Mortar and Sundries 2.12 L.S. 80.73 171.15
TOTAL 9149.7
TOTAL 9241.2
TOTAL 10539.59
TOTAL 12120.53
Cost of 1 sqm. 12241.74
Say 12241.75
7.33 Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse
7.33.2 sand), sand
White including
stonepointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an
MATERIAL
White sand stone slab 40mm = 1.00 sqm. Add 10%
wastage = 0.10 sqm. Total = 1.10 sqm.
1165 White sand stone slab 40 mm thick (un-dressed) 250 sqm 1.1 275
stone slab
LABOUR
For making, dressing and fixing
114 Beldar 645 day 5.07 3270.15
9999 Mortar and Sundries 2.12 L.S. 80.73 171.15
TOTAL 9171.7
TOTAL 9263.42
TOTAL 10564.93
TOTAL 12149.67
Cost of 1 sqm. 12271.17
Say 12271.15
7.34 Extra for laying stone work in or under water and/or liquid mud including cost of pumping or bailing
Code out water and removing slush etc. complete. metre
pumping hours = 3 hrs. on 0.375day.
for cleaning slush

114 Beldar 645 day 4 2580
TOTAL 2842.5
TOTAL 2870.93
TOTAL 3274.3
TOTAL 3765.45
Say 905.5
7.35 Extra for laying stone work in or under foul position.

114 Beldar 645 day 0.25 161.25
115 Coolie 645 day 0.15 96.75
TOTAL 287.96
TOTAL 290.84
TOTAL 331.7
TOTAL 381.46
Say 385.25
7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement
7.38.1 mortar
8mm 1:3 (mirror
thick (1 cement : 3 coarse
polished and sand),
machineincluding pointing in white cement with an admixture of
cut edge)
7.38.1.1 Granite stone of any colour and shade
MATERIAL
Granite stone tile = 10.00sqm.
Add 2.5% wastage = 0.25sqm.
Total =10.25 sqm
2750 8 mm thick granite stone tiles (mirror polished of all 690 sqm 10.25 7072.5
shades)
9977 Carriage of granite tiles 2.12 L.S. 40.04 84.88
slurry @ 3.3 kg/sqm
9999 Mortar for pointing in white cement 2.12 L.S. 25.74 54.57
LABOUR
Labour for placing and fixing :
114 Beldar 645 day 7.7 4966.5
9999 Granular sand particles mixed with araldite to be pasted 2.12 L.S. 260 551.2
on each side to form interlocking arrangement with
cement plaster
9999 Sundries 2.12 L.S. 171.6 363.79
TOTAL 19998.62
TOTAL 20198.61
TOTAL 23036.51
TOTAL 26491.99
Say 2675.7
7.38 Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement
7.38.1 mortar
8mm 1:3 (mirror
thick (1 cement : 3 coarse
polished and sand),
machineincluding pointing in white cement with an admixture of
cut edge)
7.38.1.2 Raj Nagar plain white marble/ Udaipur green marble/ Zebra black marble
MATERIAL
8mm thick Raj Nagar white stone tile = 10.00sqm.+ Add
2.5% wastage = 0.25sqm. Total = 10.25sqm
7439 8mm thick (mirror polished tiles machine cut edge) Raj 450 sqm 10.25 4612.5
Nagar white
9977 Carriage of Raj Nagar white stone tiles 2.12 L.S. 40.04 84.88
slurry @ 3.3 kg/sqm
Labour for placing and fixing :
114 Beldar 645 day 7.7 4966.5
9999 Granular sand particles mixed with araldite to be pasted 2.12 L.S. 260 551.2
on each side to form interlocking arrangement with
cement plaster
9999 Sundries 2.12 L.S. 171.6 363.79
TOTAL 17538.62
TOTAL 17714.01
TOTAL 20202.83
TOTAL 23233.25
Say 2346.55
8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer
8.1.1 work),
Raj backing
Nagar Plain filled
whitewith a grout
marble/ of average
Udaipur green12 mm thick
marble/ in cement
Zebra mortar 1:3 (1 cement : 3 coarse
black marble.
8.1.1.1 Area of slab upto 0.50 sqm
MATERIAL
Finished work = 0.50sqm. Add for wastage @ 20% =
0.10 sqm. Total = 0.60 sqm.
7452 Raj nagar plain white marble (table rubbed and polished) 538 sqm 0.6 322.8
18 mm thick (slab area upto 0.50 sqm)
stone slab
White cement mortar 1:2 (1 white cement : 2 marble
dust)
LABOUR
For fixing
100 Bandhani 714 day 0.335 239.19
114 Beldar 645 day 0.335 216.08
115 Coolie 645 day 0.335 216.08
101 Bhisti 714 day 0.335 239.19
128 Mate 714 day 0.165 117.81
9999 Scaffolding 2.12 L.S. 13.39 28.39
TOTAL 1804.06
TOTAL 1822.1
TOTAL 2078.11
TOTAL 2389.83
Cost for 0.50 sqm. 2413.73
Cost for one sqm. 4827.46
Say 4827.45
8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer
8.1.1 work),
Raj backing
Nagar Plain filled
whitewith a grout
marble/ of average
Udaipur green12 mm thick
marble/ in cement
Zebra mortar 1:3 (1 cement : 3 coarse
black marble.
8.1.1.2 Area of slab over 0.50 sqm
MATERIAL
Finished work = 1.00 sqm. Add for wastage @ 20% =
0.20 sqm. Total = 1.20 sqm.
7453 Raj nagar plain white marble (table rubbed and polished) 650 sqm 1.2 780
18 mm thick (slab area more than 0.50 sqm)
stone slab
White cement mortar 1:2 (1 white cement : 2 marble
dust)
LABOUR
For fixing
100 Bandhani 714 day 0.67 478.38
114 Beldar 645 day 0.67 432.15
115 Coolie 645 day 0.67 432.15
101 Bhisti 714 day 0.67 478.38
128 Mate 714 day 0.33 235.62
9999 Scaffolding 2.12 L.S. 26.91 57.05
TOTAL 3735.69
TOTAL 3773.05
TOTAL 4303.16
TOTAL 4948.63
Cost for 1.00 sqm 4998.12
Cost for one sqm 4998.12
Say 4998.1
8.2 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished,
8.2.1 machine
Raj Nagarcut forwhite
Plain kitchen platforms,
marble/ vanity
Udaipur counters,
green marble/window sills, facias
Zebra black marbleand similar locations of
MATERIAL
Mirror polished Abu plain white = 0.50 sqm.+Wastage
5% 0.025 sqm. = 0.525 sqm
18 mm thick (slab area upto 0.50 sqm)
20mm thick Cement mortar 1 : 4 (1 cement : 4 coarse
sand)
LABOUR
114 Beldar 645 day 0.2 129
115 Coolie 645 day 0.2 129
9999 Moulding and edge polishing 2.12 L.S. 39 82.68
9999 Sundries apoxy resin & cutting machine etc. 2.12 L.S. 16.25 34.45
TOTAL 1086.16
TOTAL 1097.02
TOTAL 1251.15
TOTAL 1438.82
Cost for 0.50 sqm. 1453.21
Say 2906.4
8.2.1 machine
Raj Nagarcut forwhite
Plain kitchen platforms,
marble/ vanity
Udaipur counters,
green marble/window sills, facias
Zebra black marbleand similar locations of
MATERIAL
Mirror polished Abu plain white = 1.00 sqm.+ Wastage
5% (0.05sqm.)= 1.05 sqm
18 mm thick (slab area more than 0.50 sqm)

sand)
LABOUR
114 Beldar 645 day 0.3 193.5
115 Coolie 645 day 0.3 193.5
TOTAL 1972.76
TOTAL 1992.49
TOTAL 2272.43
TOTAL 2613.29
Cost for 1.00 sqm. 2639.42
Say 2639.4
8.2.2 machinestone
Granite cut for kitchen
slab colourplatforms, vanity counters,
black, Cherry/Ruby red window sills, facias and similar locations of
MATERIAL
Mirror polished granite = 0.50 sqm.+Wastage 5% 0.025
sqm. = 0.525 sqm
7295 Granite of colour black, cherry/ruby red 18 mm thick 1800 sqm 0.525 945
(slab area upto 0.50 sqm)
sand)
LABOUR
114 Beldar 645 day 0.2 129
115 Coolie 645 day 0.2 129
TOTAL 1748.71
TOTAL 1766.2
TOTAL 2014.35
TOTAL 2316.5
Cost for 0.50 sqm. 2339.67
Say 4679.35
8.2.2 machinestone
slab colourplatforms, vanity counters,
black, Cherry/Ruby red window sills, facias and similar locations of
MATERIAL
Mirror polished granite = 2.00 sqm.+ Wastage 5% =
0.10sqm, Total = 2.10 sqm
7298 Granite of colour black, cherry/ruby red 18 mm thick 2000 sqm 2.1 4200
(slab area more than 0.50 sqm)
sand)
LABOUR
114 Beldar 645 day 0.6 387
115 Coolie 645 day 0.6 387
9999 Sundries apoxy resin & cutting machine etc. 2.12 L.S. 65 137.8
TOTAL 6615.17
TOTAL 6681.32
TOTAL 7620.05
TOTAL 8763.06
Cost for 2.00 sqm. 8850.69
Say 4425.35
8.2.3 machinestone
slab platforms,
all colour vanityexcept
and texture counters, window
black, sills,
Cherry/ Rubyfacias
red and similar locations of
MATERIAL
Mirror polished granite = 0.50 sqm.+Wastage 5% 0.025
sqm. = 0.525 sqm
7297 Granite stone slab all colour and texture except black, 1000 sqm 0.525 525
Cherry/Ruby red 18 mm thick (slab area upto 0.50 sqm)

sand)
LABOUR
114 Beldar 645 day 0.2 129
115 Coolie 645 day 0.2 129
TOTAL 1328.71
TOTAL 1342
TOTAL 1530.55
TOTAL 1760.13
Cost for 0.50 sqm. 1777.73
Say 3555.45
8.2.3 machinestone
slab platforms,
all colour vanityexcept
and texture counters, window
black, sills,
Cherry/ Rubyfacias
red and similar locations of
MATERIAL
Mirror polished granite = 2.00 sqm.+ Wastage 5% =
0.10sqm, Total = 2.10 sqm
7299 Granite stone slab all colour and texture except black, 1200 sqm 2.1 2520
Cherry/Ruby red 18 mm thick (slab area more than 0.50
sqm)
sand)
LABOUR
114 Beldar 645 day 0.6 387
115 Coolie 645 day 0.6 387
9999 Sundries apoxy resin & cutting machine etc. 2.12 L.S. 65 137.8
TOTAL 4935.17
TOTAL 4984.52
TOTAL 5684.85
TOTAL 6537.58
Cost for 2.00 sqm. 6602.96
Say 3301.5
8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine
8.3.1 polishing
Marble to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
work
Details of cost for 10.00 m
LABOUR
19 Hand Grinder For mirror polish 250 day 1.5 375
114 Beldar 645 day 2 1290
9999 Sundries Blades & Polished etc. 2.12 L.S. 78 165.36
TOTAL 1830.36
TOTAL 1848.66
TOTAL 2108.4
TOTAL 2424.66
Say 244.9
8.3 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine
8.3.2 polishingwork
Granite to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
LABOUR
19 Hand Grinder For mirror polish 250 day 2.5 625
114 Beldar 645 day 3.5 2257.5
9999 Sundries Blades & Polished etc. 2.12 L.S. 117 248.04
TOTAL 3130.54
TOTAL 3161.85
TOTAL 3606.09
TOTAL 4147
Say 418.85
8.4 Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of
Code width upto 150 mm with epoxy resin based adhesive, including
Description RatecleaningUnit
etc. complete.
Qty Total
Details of cost for facia 1.5m long and 0.15m wide
LABOUR
115 Coolie 645 day 0.3 193.5
9999 Scaffolding, expoxy 2.12 L.S. 39 82.68
Cement mortar 1 : 4 (1 cement :4 coarse sand)
1.5x0.15x0.02 = 0.005cum.
TOTAL 533.16
TOTAL 538.49
TOTAL 614.15
TOTAL 706.27
Cost for 1.5 metre 713.33
Say 475.55
8.5 Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform,
Code vanity counter and similar location in marble/ Granite/ stoneRate
Description work, including
Unit necessary
Qty holesTotal
for
Details of cost for providing an opening of required size
and shape
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 15.3 32.44
TOTAL 604.04
TOTAL 610.08
TOTAL 695.8
TOTAL 800.17
Cost of each 808.17
Say 808.15
8.6 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss
Code finish complete.
LABOUR
13 Machine for rubbing of floors 300 day 1 300
114 Beldar 645 day 2.5 1612.5
101 Bhisti 714 day 1.5 1071
9999 Sundries grease, mop grinding stones etc. 2.12 L.S. 65 137.8
TOTAL 3121.3
TOTAL 3152.51
TOTAL 3595.44
TOTAL 4134.76
Say 417.6
8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement
8.7.1 mortar 1:2cramps
Gunmetal ( 1 cement :2 coarse sand), including drilling necessary hole in stones and embedding the
Details of cost for 1.03kg
MATERIAL
Gun metal cramp
10 x 0.064 x 0.025 x 0.006 = 9.6 x 10^(-5)
10 x 0.025 x 0.025 x 0.006 = 3.7 x 10^(-5)
= 13.3 x 10^(-5)
less hole 10 x 0.024 x 0.010 x 0.006 =
1.4 x 10^(-5)
= 11.9 x 10^5 x 8640 = 1.03 kg
Add wastage @ 5% = 0.051kg.
Total = 1.08 kg.
7338 Gun metal cramp 315 kg 1.08 340.2
9977 Carriage 2.12 L.S. 3.9 8.27
9999 Labour for fixing in position 2.12 L.S. 65 137.8
TOTAL 491.97
TOTAL 496.89
TOTAL 566.7
TOTAL 651.71
Cost for 1.03 kg. 658.23
Cost per kg 639.06
Say 639.05
8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing with cement
8.7.2 mortar 1:2
Stainless ( 1 cement
steel cramps :2 coarse sand), including drilling necessary hole in stones and embedding the
Details of cost for 0.934 kg
MATERIAL
Stainless steel cramp
10 x 0.064 x 0.025 x 0.006 = 9.6 x 10^(-5)
10 x 0.025 x 0.025 x 0.006 = 3.7 x 10^(-5)
= 13.3 x 10^(-5)
less hole 10 x 0.024 x 0.010 x 0.006 = 1.4 x 10^(-5)
= 11.9 x 10^5 x 7850 = 0.934 kg
Total = 0.981 kg.
7339 Stainless steel cramp 290 kg 0.981 284.49
9977 Carriage 2.12 L.S. 3.9 8.27
TOTAL 436.26
TOTAL 440.62
TOTAL 502.53
TOTAL 577.91
Cost for 0.934 kg. 583.69
Cost per kg 624.94
Say 624.95
8.8 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including
8.8.1 drilling necessary
Wedge expansion holes
type and the cost of bolt etc complete.
8.8.1.1 Fastener with threaded dia 6 mm
Details of cost for 30nos. W.E.H. fastener
MATERIAL
7430 Wedge expansion hold fastner 1/4" or 6 mm, 36.5mm 8 each 30 240
length
1034 Bolts and nuts upto 300 mm in length (36.5+10mm) 5200 quintal 0.0045 23.4
LABOUR
116 Fitter (grade 1) 784 day 0.25 196
114 Beldar 645 day 0.25 161.25
9999 Hire and running charges for hand drill machine 2.12 L.S. 32.5 68.9
Sundries, drilling bit scaffolding etc. 32.5
TOTAL 689.55
TOTAL 696.45
TOTAL 794.3
TOTAL 913.45
Cost for 30 nos. 922.58
Cost of each 30.75
Say 30.75
MATERIAL
7431 Wedge expansion hold fastner 3/8" or 10 mm, 44.5mm 10 each 30 300
length
1034 Bolts and nuts upto 300 mm in length (44.5+10mm) 5200 quintal 0.006 31.2
LABOUR
116 Fitter (grade 1) 784 day 0.25 196
114 Beldar 645 day 0.25 161.25
Sundries, drilling bit scaffolding etc. 32.5
TOTAL 757.35
TOTAL 764.92
TOTAL 872.39
TOTAL 1003.25
Cost of each 33.78
Say 33.8
MATERIAL
7432 Wedge expansion hold fastner 1/2" or 12 mm 58.7mm 24 each 30 720
length
Length (58.7+10mm) @ 0.05 kg./each
LABOUR
116 Fitter (grade 1) 784 day 0.25 196
114 Beldar 645 day 0.25 161.25
Sundries, drilling bit scaffolding etc.
TOTAL 1185.15
TOTAL 1197
TOTAL 1365.18
TOTAL 1569.96
Cost of each 52.86
Say 52.85
8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3
8.9.1 coarsethick
8mm sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
8.9.1.1 Raj nagar plain white marble/ Udaipur green marble/ Zebra black marble
MATERIAL
8mm thick marble tiles. Qty. = 1.00 sqm. +Add wastage
@ 2.5% = 0.025 sqm. Total = 1.025 sqm.
2751 8 mm thick marble tiles (polished) Raj Nagar 400 sqm 1.025 410
9977 Carriage of tiles 2.12 L.S. 3.95 8.37
9999 Mortar for pointing 2.12 L.S. 25.38 53.81
367 Portland Cement 5000 tonne 0.0033 16.5
123 Mason (brick layer) 1st class 784 day 1 784
114 Beldar 645 day 1 645
9999 Sundries etc. 2.12 L.S. 16.9 35.83
TOTAL 2023.85
TOTAL 2044.09
TOTAL 2331.28
TOTAL 2680.97
Say 2707.8
8.9 Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3
8.9.1 coarsethick
8mm sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
8.9.1.2 Granite of any colour and shade
8mm thick Granite tiles. Qty. = 1.00 sqm. + Add wastage
@ 2.5% = 0.025 sqm. Total = 1.025 sqm.
2750 8 mm thick granite stone tiles (mirror polished of all 690 sqm 1.025 707.25
shades)
9999 Mortar for pointing 2.12 L.S. 25.38 53.81
114 Beldar 645 day 1 645
9999 Sundries etc. 2.12 L.S. 16.9 35.83
TOTAL 2321.1
TOTAL 2344.31
TOTAL 2673.69
TOTAL 3074.74
Say 3105.5
8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep
8.10.1 and 1.8Agaria
White cm thick, fixedStone
Marble in urinal partitions by cutting a chase of appropriate width with chase cutter
Details of cost for one No or 0.375 sqm.
MATERIAL
Agaria Marble Stone 1 X 0.75 X 0.50 =0.375 sqm+Add
wastage 20% = 0.075 sqm. Total = 0.45sqm.
7244 Table rubbed polished stone 18 mm thick (75x50cm) 1500 sqm 0.45 675
Agaria Marble stone - 18 mm thick
9999 Cement concrete 1:2:4 for filling 2.12 L.S. 21.58 45.75
9999 Labour for fixing, edge rounding and final polishing . 2.12 L.S. 43.16 91.5
9999 Sundries 2.12 L.S. 21.58 45.75

TOTAL 858
TOTAL 866.58
TOTAL 988.33
TOTAL 1136.58
Cost of 0.375sqm 1147.95
Cost of 1.00 sqm 3061.2
Say 3061.2
8.1 Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep
8.10.2 and 1.8 cm
Granite thick,
Stone fixed in urinal
of approved shadepartitions by cutting a chase of appropriate width with chase cutter
Details of cost for one No or 0.375sqm.
MATERIAL
Granite Stone 1x0.75x0.50 = 0.375sqm.+Add wastage
20% = 0.075 sqm. Total = 0.45 sqm.
7245 Table rubbed polished stone 18mm thick (75x50cm) 1800 sqm 0.45 810
Granite stone - 18mm thick
9999 Cement concrete 1:2:4 for fixing 2.12 L.S. 21.58 45.75
9999 Labour for fixing, edge rounding and final polishing . 2.12 L.S. 43.16 91.5
9999 Sundries 2.12 L.S. 21.58 45.75

TOTAL 993
TOTAL 1002.93
TOTAL 1143.84
TOTAL 1315.42
Cost of 0.375 sqm 1328.57
Cost of 1.00 sqm 3542.85
Say 3542.85
8.11 Providing and fixing machine cut, mirror/ eggshell polished , Marble stone work for wall lining (veneer
8.11.1 work)
18 mmincluding dado,
thick Italian skirting,
Marble risers
stone of steps etc.,
slab,Perlato, Rossoin required design
verona, Fire Redand pattern
or Dark whereveretc.
Emperadore required,
MATERIAL
Finished work= 0.5 sqm+Add for wastage @ 20%=0.1
sqm. Total 0.60 sqm
1240 18 mm thick Italian Marble stone slab, Perlato (slab area 3209 sqm 0.6 1925.4
up to 0.5 sqm).
2216 Carriage of stone slab 145.72 tonne 0.03 4.37
Cement mortar 1:3 (1 Cement:3 Coarse sand)
3.8 Rate as per Item No.3.8 of SH: MORTARS 5024.15 cum 0.008 40.19
368 White Cement Slurry @ 3.3kg/sqm 11200 tonne 0.00165 18.48
2209 Carriage of white Cement 145.72 tonne 0.00165 0.24
LABOUR :
FOR fixing
100 Bandhani 714 day 0.335 239.19
114 Beldar 645 day 0.335 216.08
115 Coolie 645 day 0.335 216.08
101 Bhisti 714 day 0.335 239.19
128 Mate 714 day 0.165 117.81
9999 Scaffolding 2.12 L.S. 13.39 28.39
TOTAL 3467.64
TOTAL 3502.32
TOTAL 3994.4
TOTAL 4593.56
Cost of 0.5 sqm 4639.5
Cost of 1 sqm 9279
Say 9279
8.14 Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled
8.14.1 withsand
Red a grout of average
stone 12face
- exposed mmfine
thickdressed
cementwith
mortar 1:3backing.
rough (1 cement : 3 coarse sand) including pointing
8.14.1.1 70 mm thick
MATERIAL
Finished work = 70 cudm. + Add wastage @ 33.3% =
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
1237 Cutting marble or sand stone slab upto 50 mm thick by 10 metre 4 40
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
Mortar for laying and pointing
TOTAL 3606.1
TOTAL 3642.16
TOTAL 4153.88
TOTAL 4776.96
Say 4824.75
8.14.1 withsand
stone 12face
- exposed mmfine
thickdressed
cementwith
mortar 1:3backing.
8.14.1.2 60 mm thick
MATERIAL
Finished work = 60 cudm+Add wastage @ 33.3% = 20
cudm. Total = 80 cudm.
1160 Red sand stone block 80 100 8 640
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 3494.94
TOTAL 3529.89
TOTAL 4025.84
TOTAL 4629.72
Say 4676
8.14.1 withsand
stone 12face
- exposed mmfine
thickdressed
cementwith
mortar 1:3backing.
8.14.1.3 50 mm thick
MATERIAL
Finished work = 50 cudm+Add wastage @ 33.3% = 16.7
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 3384.03
TOTAL 3417.87
TOTAL 3898.08
TOTAL 4482.79
Say 4527.6
8.14.1 withsand
stone 12face
- exposed mmfine
thickdressed
cementwith
mortar 1:3backing.
8.14.1.4 40 mm thick
MATERIAL
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 3272.69
TOTAL 3305.42
TOTAL 3769.83
TOTAL 4335.3
Say 4378.65
8.14.1 withsand
stone 12face
- exposed mmfine
thickdressed
cementwith
mortar 1:3backing.
8.14.1.5 30 mm thick
MATERIAL
Finished work = 30 cudm+Add wastage @ 33.3% =
9.99cudm. Total = 39.99 cudm.
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 3161.46
TOTAL 3193.07
TOTAL 3641.7
TOTAL 4187.96
Say 4229.85
8.14.2 withsand
stone 12face
- Exposed mmmachine
thick cement mortar
cut and table1:3 (1 cement
rubbed : 3 coarse
with rough sand) including pointing
backing.
8.14.2.1 70 mm thick
MATERIAL
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4971.74
TOTAL 5021.46
TOTAL 5726.98
TOTAL 6586.03
Say 6651.9
8.14.2 withsand
stone 12face
- Exposed mmmachine
thick cement mortar
rubbed : 3 coarse
backing.
8.14.2.2 60 mm thick
MATERIAL
1160 Red sand stone block 80 100 8 640
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4860.58
TOTAL 4909.19
TOTAL 5598.93
TOTAL 6438.77
Say 6503.15
8.14.2 withsand
stone 12face
- Exposed mmmachine
thick cement mortar
rubbed : 3 coarse
backing.
8.14.2.3 50 mm thick
MATERIAL
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4749.67
TOTAL 4797.17
Add 12% GST applicable on work contract, by reversible 674
TOTAL 5471.17
TOTAL 6291.85
Say 6354.75
8.14.2 withsand
stone 12face
- Exposed mmmachine
thick cement mortar
rubbed : 3 coarse
backing.
8.14.2.4 40 mm thick
MATERIAL
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4638.33
TOTAL 4684.71
TOTAL 5342.91
TOTAL 6144.35
Say 6205.8
8.14.2 withsand
stone 12face
- Exposed mmmachine
thick cement mortar
rubbed : 3 coarse
backing.
8.14.2.5 30 mm thick
MATERIAL
9.99cudm. Total = 39.99 cudm.
cudm
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4527.1
TOTAL 4572.37
TOTAL 5214.79
TOTAL 5997.01
Say 6057
8.14.3 with a sand
White groutstone
of average 12 mm
- exposed facethick
finecement
dressedmortar 1:3 (1backing
with rough cement. : 3 coarse sand) including pointing
8.14.3.1 70 mm thick
MATERIAL
Finished work = 70 cudm. Add wastage @ 33.3% = 23.33
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4772.73
TOTAL 4820.46
TOTAL 5497.73
TOTAL 6322.39
Say 6385.6
8.14.3 with a sand
White groutstone
of average 12 mm
- exposed facethick
finecement
8.14.3.2 60 mm thick
MATERIAL
Finished work = 60 cudm. Add wastage @ 33.3% = 20
1161 White sand stone block 205 10 cudm 8 1640
stone slab @ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4494.94
TOTAL 4539.89
TOTAL 5177.74
TOTAL 5954.4
Say 6013.95
8.14.3 with a sand
White groutstone
of average 12 mm
- exposed facethick
finecement
8.14.3.3 50 mm thick
MATERIAL
Finished work = 50 cudm. Add wastage @ 33.3% = 16.7
stone slab
@ 2.30 kg/cudm.
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 4217.78
TOTAL 4259.96
TOTAL 4858.48
TOTAL 5587.25
Say 5643.1
8.14.3 with a sand
White groutstone
of average 12 mm
- exposed facethick
finecement
8.14.3.4 40 mm thick
MATERIAL
stone slab
@ 2.30 kg/cudm.
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 3938.7
TOTAL 3978.09
TOTAL 4537.01
TOTAL 5217.56
Say 5269.75
8.14.3 with a sand
White groutstone
of average 12 mm
- exposed facethick
finecement
8.14.3.5 30 mm thick
MATERIAL
stone slab
@ 2.30 kg/cudm.
Dressing charges
LABOUR
114 Beldar 645 day 0.224 144.48
115 Coolie 645 day 0.112 72.24
100 Bandhani 714 day 0.224 159.94
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 3661.34
TOTAL 3697.95
TOTAL 4217.51
TOTAL 4850.14
Say 4898.65
8.14.4 with a sand
White groutstone
of average 12 mm
- Exposed facethick cement
machine cutmortar 1:3 rubbed
and table (1 cement : 3rough
with coarse sand) including pointing
backing.
8.14.4.1 70 mm thick
MATERIAL
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 6138.37
TOTAL 6199.75
TOTAL 7070.81
TOTAL 8131.43
Say 8212.75
8.14.4 with a sand
White groutstone
of average 12 mm
backing.
8.14.4.2 60 mm thick
MATERIAL
1161 White sand stone block 205 10 cudm 8 1640
stone slab
@ 2.30kg/cudm
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 5860.58
TOTAL 5919.19
TOTAL 6750.84
TOTAL 7763.47
Say 7841.1
8.14.4 with a sand
White groutstone
of average 12 mm
backing.
8.14.4.3 50 mm thick
MATERIAL
stone slab
@ 2.30 kg/cudm.
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 5583.42
TOTAL 5639.25
TOTAL 6431.56
TOTAL 7396.29
Say 7470.25
8.14.4 with a sand
White groutstone
of average 12 mm
backing.
8.14.4.4 40 mm thick
MATERIAL
stone slab
@ 2.30 kg/cudm.
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 5304.34
TOTAL 5357.38
TOTAL 6110.09
TOTAL 7026.6
Say 7096.85
8.14.4 with a sand
White groutstone
of average 12 mm
backing.
8.14.4.5 30 mm thick
MATERIAL
stone slab
@ 2.30 kg/cudm.
Dressing charges
LABOUR
114 Beldar 645 day 0.448 288.96
115 Coolie 645 day 0.224 144.48
100 Bandhani 714 day 0.448 319.87
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 5026.98
TOTAL 5077.25
TOTAL 5790.6
TOTAL 6659.19
Say 6725.8
8.14.5 with asaw
Gang grout
cutofstone
average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing
8.14.5.1 30mm thick White sand stone
MATERIAL
1.00 sqm + 0.05 sqm
(Add wastage @ 5%) = 1.05 sqm
8684 White sand stone gang saw cut 30 mm thick 560 sqm 1.05 588
stone slab @ 2.30 kg/cudm.
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 2060.97
TOTAL 2081.58
TOTAL 2374.04
TOTAL 2730.15
Say 2757.45
8.14.5 with asaw
Gang grout
cutofstone
average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing
8.14.5.2 30mm thick Red sand stone
MATERIAL
1.00 sqm + 0.05 sqm
(Add wastage @ 5%) = 1.05 sqm
8683 Red sand stone gang saw cut 30 mm thick 476 sqm 1.05 499.8
stone slab @ 2.30 kg/cudm.
Fixing charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
101 Bhisti 714 day 0.336 239.9
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
TOTAL 1972.77
TOTAL 1992.5
TOTAL 2272.45
TOTAL 2613.32
Say 2639.45
8.15 Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining
Code to the backing or securing adjacent stones in stone wall liningRate
Description in cementUnit
mortar 1:2 (1 cementTotal
Qty :2
Details of cost for one cramp of 0.934kg
MATERIAL
Stainless steel cramp
10 x 0.064 x 0.025 x 0.006 = 9.6 x 10^5
10 x 0.025 x 0.025 x 0.006 = 3.7 x 10^5
= 13.3 x 10^5
less hole 10 x 0.024 x 0.010 x 0.006
= 1.4 x 10^5
= 11.9 x 10^5 x 7850 = 0.934 kg
Total = 0.981 kg.
7339 Stainless steel cramp 290 kg 0.981 284.49
9977 CARRIAGE 2.12 L.S. 3.9 8.27
TOTAL 436.26
TOTAL 440.62
TOTAL 502.53
TOTAL 577.91
Cost for 0.934 kg. 583.69
Cost per kg 624.94
Say 624.95
8.16 Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall
Code lining in cement mortar 1:2 (1 cement : 2 coarse sand), including
Description RatemakingUnit
the necessary
Qty chases.Total
Details of cost for one copper pin
MATERIAL
873 Copper pins 6 mm dia 7.5 cm long 10 each 1 10
9999 Labour for making pin in to required shape and size, 2.12 L.S. 3.9 8.27
cutting chases in stone and fixing in position
9999 Sundries including hire charges of hand cut machine etc. 2.12 L.S. 1.95 4.13
TOTAL 28.1
TOTAL 28.38
TOTAL 32.37
TOTAL 37.23
Cost of one copper pin 37.6
Say 37.6
8.17 Wall lining butch work upto 10m height with Dholpur stone 40 mm thick rough facing on the exposed
Code surface with stone strips of minimum length 300 mm and required
Description Rate width, including
Unit embedding
Qty every
Total
Dholpur stone 40mm thick
Wall face = 1.00sqm.
Deduct for embedded portion 3x0.04x1.0 = 0.12 sqm.
Net quantity = 0.88sqm.

Add wastage 5% = 0.04sqm.
Total = 0.92 sqm.
1165 White sand stone slab 40 mm thick (un-dressed) 75mm 250 sqm 0.92 230
thick
3x0.04x1.0 = 0.12 sqm.
Add wastage 5% = 0.01 sqm.
Total = 0.13 sqm.
1163 White sand stone slab 75 mm thick (un-dressed) 800 sqm 0.13 104
stone slab
0.92x0.04 = 0.0368 cum.
0.13x0.075 = 0.0100 cum.
= 0.0468 cum. or 468 cudm.
468 cudm @ 2.3 kg/cudm = 108 kg = 0.108 tonne
mechanical device
Assuming 50mm thick strips 20x1.0 = 20 metre
Mortar with coarse sand 1:3 for
(a) stone backing 12mm thick = 0.0144 cum.
(b) for fixing of stone = 0.40/25 = 0.0160 cum.
Total = 0.0304 cum.
Cutting chases and making good with mortar after
insurting stone etc.
18.78 Rate as per Item Number 18.78 of SH: Water 171.8 metre 3 515.4
9999 White cement and pigment for pointing 2.12 L.S. 40.43 85.71
LABOUR
126 Mason (for ornamental stone work) 1st class 784 day 0.25 196
114 Beldar 645 day 0.5 322.5
101 Bhisti 714 day 0.03 21.42
9999 Sundries and scaffolding brushes etc. 2.12 L.S. 26.91 57.05
TOTAL 2079.05
(2079.05 - 515.4) = 1563.65
TOTAL 2094.69
on (2094.69 - 515.4) = 1579.29 x 0.1405
TOTAL 2316.58
except (A) i.e. on (2316.58 - 515.4) = 1801.18
TOTAL 2586.76
(2586.76 - 515.4) = 2071.36
Cost of 1sqm. 2607.47
Say 2607.45
8.18 Stone work (machine cut edges Veneer work) for wall lining upto 10 m height, backing filled with a
8.18.1 groutstone
Kota of 12 slabs
mm thick cement
exposed facemortar
dressed1:3 (1 rubbed.
and Cement : 3 coarse sand) and jointed with Cement mortar
8.18.1.1 25 mm thick
MATERIAL
25mm thick kota stone slabs = 10 sqm.
Total = 11.50 sqm.
1169 Kotastone slab 25mm thick (rough cheseled) 250 sqm 11.5 2875
stone slab
9999 Cement mortar for pointing. 2.12 L.S. 40.43 85.71
LABOUR
114 Beldar 645 day 6.5 4192.5
115 Coolie 645 day 4.3 2773.5
139 Skilled Beldar (for floor rubbing etc.) 714 day 10.8 7711.2
9999 Sundries 2.12 L.S. 111.54 236.46
TOTAL 23336.48
TOTAL 23569.84
TOTAL 26881.4
TOTAL 30913.61
Say 3122.3
8.19 Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for
Code every additional height of 3 m or part there of.
Analysis same as Item Number 13.74
MATERIAL
9999 Scaffolding 2.12 L.S. 215.28 456.39
114 Beldar 645 day 0.3 193.5
101 Bhisti 714 day 0.15 107.1
9999 Sundries 2.12 L.S. 28.6 60.63
TOTAL 1052.82
TOTAL 1063.35
TOTAL 1212.75
TOTAL 1394.66
Cost of 10.00 sqm 1408.61
Cost of 1.00 sqm 140.86
Say 140.85
8.2 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with
8.20.1 (machine
Red cut edges)
sand stone of uniform
- 30mm colour
thick gang saw and size upto 1mx1m, fixed to structural steel frame work and/
cut stone
MATERIAL
Red sand stone = 1.00sqm. Add 5% wastage = 0.05sqm.
Total = 1.05 sqm
8683 Red sand stone gang saw cut 30 mm thick 476 sqm 1.05 499.8
Fixing Charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
1237 Cutting marble or sand stone slab up to 50 mm thick by 10 metre 4 40
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
9999 Fixing including weather sealant and removing 2.12 L.S. 51.1 108.33
9999 Silicon gun/ pump etc. 2.12 L.S. 68.25 144.69
TOTAL 1838.41
TOTAL 1856.79
TOTAL 2117.67
TOTAL 2435.32
Say 2459.65
8.2 Providing and fixing dry cladding upto 10 metre heights with 30mm thick gang saw cut stone with
8.20.2 (machine
White sandcutstone
edges) of uniform
- 30mm colour
thick gang andcut
saw size upto 1mx1m, fixed to structural steel frame work and/
stone
MATERIAL
White sand stone = 1.00sqm
Add 5% wastage = 0.05sqm
Total = 1.05 sqm
8684 White sand stone gang saw cut 30 mm thick 560 sqm 1.05 588
Fixing Charges
LABOUR
100 Bandhani 714 day 0.336 239.9
114 Beldar 645 day 0.336 216.72
115 Coolie 645 day 0.336 216.72
1237 Cutting marble or sand stone slab up to 50 mm thick by 10 metre 4 40
mechanical device
9999 Scaffolding 2.12 L.S. 19.76 41.89
9999 Fixing including weather sealant and removing 2.12 L.S. 51.1 108.33
9999 Silicon gun/ pump etc. 2.12 L.S. 68.25 144.69
TOTAL 1926.61
TOTAL 1945.88
TOTAL 2219.28
TOTAL 2552.17
Say 2577.7
8.21 Providing and fixing structural steel frame (for dry cladding with 30 mm thick gang saw cut with
Code machine cut edges sand stone) on walls at all heights using M.S.
Description Ratesquare/Unit
rectangular
Qtytube in the
Total
Details of cost for 100.78 kg.
M.S. tube 50x25x18mm
Vertical 4.0x3.0 mtr = 12.00
Vertical 4.0x3.0x0.93 =11.16 m
Total = 23.16 mtr
Add 10% wastage = 2.32 m
Total 25.48mtr @ 2.02 kg/m = 51.47 kg
4009 Mild steel tubes hot finished welded type 60 kg 51.47 3088.2
Angle iron 50x50x6mm
16x0.60=9.60
16x0.15=2.40
Total=12.00
Add 10% wastage = 1.20m
Total=13.20m @4.50kg/m=59.40kg or 0.594 q
1007 Structurals such as tees,angles channels and R.S. joists 4950 quintal 0.594 2940.3
Cement concrete 1:2:4 =16x0.30x0.23x0.30=0.331 cum
4.1.3 Rate as per item no. 4.1.3 of SH : concrete work 7365.15 cum 0.331 2437.86
Making holes in brick work=16nos.
LABOUR
114 Beldar 645 day 2 1290
Welding for frame welding
16x(2.5+5+2.5+5) = 240 cm
For hold fast 16x20cm = 320cm
Total = 560cm
1215 Welding by electric plant 2 cm 560 1120
LABOUR
100 Bandhani 714 day 0.67 478.38
114 Beldar 645 day 4.92 3173.4
9999 Sundries 2.12 L.S. 80.73 171.15
Painting with epoxy paint over and including
priming coat area 22.80x0.15 = 3.42
12x0.2 = 2.40
Total = 5.82sqm
13.52.1 Rate as per Item no. 13.52.1 of SH: Finishing 201.7 sqm 5.82 1173.89
9999 For labour scaffocaling etc 2.12 L.S. 80.73 171.15
TOTAL 17484.37
(17484.37 - 3611.75) = 13872.62
TOTAL 17623.1
on (17623.1 - 3611.75) = 14011.35 x 0.1405
TOTAL 19591.69
except (A) i.e. on (19591.69 - 3611.75) = 15979.94
TOTAL 21988.68
(21988.68 - 3611.75) = 18376.93
Cost for 100.78 kg 22172.45
Cost for 1 kg 220.01
Say 220
8.22 Providing and fixing adjustable stainless steel cramps of approved quality, required shape and size,
Code adjustable with stainless steel nuts, bolts and washer (total weight
Description Rate not less
Unitthan 260
Qtygms), forTotal
dry
Details of cost for 10 Nos.
8698 Stainless steel cramps(weight 260 grams) with nuts, 115 each 10 1150
bolts and washer for dry stone cladding
LABOUR
For making holes, recesses etc. and fixing of stainless
steel cramps.
124 Mason (brick layer) 2nd class 714 day 1 714
114 Beldar 645 day 1.1 709.5
9999 Scaffolding, hire charges of drill machine etc. 2.12 L.S. 20.8 44.1
9999 Sundries 2.12 L.S. 20.8 44.1
TOTAL 2733.1
TOTAL 2760.43
TOTAL 3148.27
TOTAL 3620.51
Cost for 10 Nos. 3656.72
Cost for 1 Nos. 365.67
Say 365.65
8.23 Providing 50x50x50 mm 2nd class teak wood plugs including cutting brick work and fixing in cement
Code mortar 1:3 (1 cement : 3 fine sand) and making good the walls
Description etc.
Rate Unit Qty Total
MATERIAL
Teak wood (2nd class)
100x(50x50x50)mm = 0.0125cum
Add wastage @ 10% = 0.0013 cum.
Total = 0.0138 cum. Say 14 cudm.
1189 Second class teak wood in scantling 776 10 cudm 1.4 1086.4

LABOUR
112 Carpenter 2nd class 714 day 0.75 535.5
114 Beldar 645 day 0.75 483.75
TOTAL 2652.53
TOTAL 2679.06
TOTAL 3055.47
TOTAL 3513.79
Cost of 100 nos. 3548.93
Cost of 1 no. 35.49
Say 35.5
8.24 Providing and fixing expandable fasteners of specified size with necessary plastic sleeves and
8.24.1 galvanised
25 mm longM.S. screws including drilling holes in masonry work /CC/ R.C.C. and making good etc.
Details of cost of 10 nos.
MATERIAL
7312 Expandable fastner with plastic sleeve and M.S. screws. 10 each 10 100
25 mm long
9999 Labour for drilling holes and making good etc. 2.12 L.S. 20.8 44.1
TOTAL 144.1
TOTAL 145.54
TOTAL 165.99
TOTAL 190.89
Cost of 10 nos. 192.8
Cost of 1 no. 19.28
Say 19.3
8.24.2 galvanised
MATERIAL
32 mm long
9999 Labour for drilling holes and making good etc. 2.12 L.S. 26 55.12
TOTAL 155.12
TOTAL 156.67
TOTAL 178.68
TOTAL 205.48
Cost of 1 no. 20.75
Say 20.75
8.24.3 galvanised
MATERIAL
40 mm long
TOTAL 185.12
TOTAL 186.97
TOTAL 213.24
TOTAL 245.23
Cost of 1 no. 24.77
Say 24.75
8.24.4 galvanised
MATERIAL
50 mm long
TOTAL 195.12
TOTAL 197.07
TOTAL 224.76
TOTAL 258.47
Cost of 1 no. 26.11
Say 26.1
8.25 Providing and fixing 2nd class teak wood plain lining tongued and grooved, including wooden plugs
8.25.1 complete
40 mm thickwith necessary screws and priming coat on unexposed surface.
Details of cost of 10 sqm
MATERIAL
Teak wood (2nd class) 10x0.04m = 0.40cum+
1190 Second class teak wood in planks 791 10 cudm 44 34804
1231 Extra for selected planks of second class teakwood 150 10 cudm 44 6600
Second class teak wood plugs including cutting brick

work and fixing in cement mortar 1:3 (1 cement : 3 fine
sand)
8.23 Rate as per item no 8.23 of SH : Cladding Work 35.5 each 55 1952.5
Priming coat
13.50.1 Rate as per item no 13.50.1 of SH : Finishing 61.45 sqm 10 614.5
LABOUR
For planning and fixing
111 Carpenter 1st class 784 day 2.15 1685.6
114 Beldar 645 day 1.62 1044.9
9999 Sundries & screws etc. 2.12 L.S. 53.82 114.1
TOTAL 46898.03
(46898.03 - 2567) = 44331.03
TOTAL 47341.34
on (47341.34 - 2567) = 44774.34 x 0.1405
TOTAL 53632.13
except (A) i.e. on (53632.13 - 2567) = 51065.13
TOTAL 61291.9
(61291.9 - 2567) = 58724.9
Cost of 10 sqm. 61879.15
Say 6187.9
8.25.2 complete
MATERIAL
Teak wood 2nd class 10x0.25 = 0.25cum+
1190 Second class teak wood in planks 791 10 cudm 27.5 21752.5
1231 Extra for selected planks of second class teakwood 150 10 cudm 27.5 4125

sand)
Priming coat
LABOUR
114 Beldar 645 day 1.62 1044.9
TOTAL 31340.62
(31340.62 - 2567) = 28773.62
TOTAL 31628.36
on (31628.36 - 2567) = 29061.36 x 0.1405
TOTAL 35711.48
except (A) i.e. on (35711.48 - 2567) = 33144.48
TOTAL 40683.15
(40683.15 - 2567) = 38116.15
Cost of 10 sqm. 41064.31
Say 4106.45
8.25.3 complete
20 with necessary screws and priming coat on unexposed surface.
mm thick
MATERIAL
Teak wood (2nd class) 10x0.02m = 0.20cum.+
1231 Extra for selected planks of second class teakwood 150 10 cudm 22 3300

sand)
Priming coat
LABOUR
114 Beldar 645 day 1.08 696.6
TOTAL 25538.84
(25538.84 - 2567) = 22971.84
TOTAL 25768.56
on (25768.56 - 2567) = 23201.56 x 0.1405
TOTAL 29028.38
except (A) i.e. on (29028.38 - 2567) = 26461.38
TOTAL 32997.59
(32997.59 - 2567) = 30430.59
Cost of 10 sqm. 33301.9
Say 3330.2
8.25.4 complete
Wood-
Second class teak wood 10x0.012 = 0.12 cum+
1231 Extra for selected planks of second class teakwood 150 10 cudm 13.2 1980

sand)
LABOUR
114 Beldar 645 day 1.08 696.6
Priming coat
TOTAL 17241.55
(17241.55 - 2567) = 14674.55
TOTAL 17388.3
on (17388.3 - 2567) = 14821.3 x 0.1405
TOTAL 19470.69
except (A) i.e. on (19470.69 - 2567) = 16903.69
TOTAL 22006.24
(22006.24 - 2567) = 19439.24
Cost of 10 sqm. 22200.63
Say 2220.05
8.26 Providing and fixing in wall lining flat pressed three layer (medium density) particle board or graded
8.26.1 wood
12 mmPre-laminated
thick one side decorative lamination and other side balancing lamination Grade I, Type
MATERIAL
Particle board (three layer medium density) 12mm thick
= 10 sqm.
Add wastage @ 10% = 1 sqm.
Total = 11 sqm.
7477 Prelaminated particle board with one side decorative 500 sqm 11 5500
and other side balancing lamination, flat pressed 3 layer
& graded (medium density) Grade I, Type II conforming
to IS : 12823 (exterior grade) 12 mm thick
9977 Carriage of particle board 2.12 L.S. 13.52 28.66

9999 Sundries and screws 2.12 L.S. 26.91 57.05
Priming coat
LABOUR
114 Beldar 645 day 1.43 922.35
7048 Rawl plug 50 mm (designation 10 no.) 22 each 55 1210
TOTAL 9246.48
(9246.48 - 614.5) = 8631.98
TOTAL 9332.8
on (9332.8 - 614.5) = 8718.3 x 0.1405
TOTAL 10557.72
except (A) i.e. on (10557.72 - 614.5) = 9943.22
TOTAL 12049.2
(12049.2 - 614.5) = 11434.7
Cost of 10 sqm. 12163.55
Say 1216.35
8.26.2 wood
18 mmPre-laminated
MATERIAL
Particle board (three layer medium density) 18 mm thick
= 10 sqm.
Total = 11 sqm.

Priming coat
LABOUR
114 Beldar 645 day 1.43 922.35
TOTAL 9906.48
(9906.48 - 614.5) = 9291.98
TOTAL 9999.4
on (9999.4 - 614.5) = 9384.9 x 0.1405
TOTAL 11317.98
except (A) i.e. on (11317.98 - 614.5) = 10703.48
TOTAL 12923.5
(12923.5 - 614.5) = 12309
Cost of 10 sqm. 13046.59
Say 1304.65
8.26.3 wood
25 mmPre-laminated
MATERIAL
Particle board (three layer medium density) 25 mm thick
= 10 sqm.
Total = 11 sqm.

9999 Sundries and screws etc 2.12 L.S. 26.91 57.05
Priming coat
LABOUR
114 Beldar 645 day 1.43 922.35
TOTAL 13096.48
(13096.48 - 614.5) = 12481.98
TOTAL 13221.3
on (13221.3 - 614.5) = 12606.8 x 0.1405
TOTAL 14992.56
except (A) i.e. on (14992.56 - 614.5) = 14378.06
TOTAL 17149.27
(17149.27 - 614.5) = 16534.77
Cost of 10 sqm. 17314.62
Say 1731.45
8.27 Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug
8.27.1 and drilling
Kiln seasonednecessary holes for
and chemically rawl plug
treated etc. wood
hollock including priming coat complete.
Details of cost for 5 no. battens of size
500cmx50mmx25mm = 31.25 cudm
MATERIAL
Hollock wood- 5x5.00x0.50x0.025 = 0.03125 cum
Total = 0.03281 cum Say 33 cudm.
2505 Hollock wood in planks 402 10 cudm 3.3 1326.6

LABOUR
111 Carpenter 1st class 784 day 1 784
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 6.76 14.33
Painting with ready mixed priming coat on ground
5x500x15 cm =3.75 sqm
9999 Labour for drilling holes, steel tape, sundries etc. 2.12 L.S. 71.5 151.58
TOTAL 3884.38
(3884.38 - 230.44) = 3653.94
TOTAL 3920.92
on (3920.92 - 230.44) = 3690.48 x 0.1405
TOTAL 4439.43
except (A) i.e. on (4439.43 - 230.44) = 4208.99
TOTAL 5070.78
(5070.78 - 230.44) = 4840.34
Cost of 31.25 cudm. 5119.18
Cost of 1 cum. 163813.76
Say 163813.75
8.28 Providing and fixing plywood 4 mm thick, one side decorative veneer conforming to IS: 1328 (type-1),
8.28.1 for plain lining
Decorative / cladding
veneer facingswith necessary
of approved screws, including priming coat on unexposed surface with :
manufacture
MATERIAL
Teak ply wood = 10sqm.
Add for wastage @ 20% = 2 sqm.
Total = 12 sqm.
759 Decorative plywood 4 mm 320 sqm 12 3840
9977 Carriage of ply wood 2.12 L.S. 5.46 11.58
work and fixing in cement mortar 1:3 (1 cement: 3 fine
sand)
LABOUR
114 Beldar 645 day 4.6 2967
130 Mistry 784 day 0.6 470.4
9999 20mm nails without head for fixing ply 2.12 L.S. 53.82 114.1
Painting with ready mixed priming coat
TOTAL 12949.28
(12949.28 - 2567) = 10382.28
TOTAL 13053.1
on (13053.1 - 2567) = 10486.1 x 0.1405
TOTAL 14526.4
except (A) i.e. on (14526.4 - 2567) = 11959.4
TOTAL 16320.31
(16320.31 - 2567) = 13753.31
Cost of 10 sqm. 16457.84
Say 1645.8
8.29 Providing and fixing 4mm thick coir veneer board, ISI marked IS : 14842, plain lining with necessary
Code screws, priming coat on unexposed surface etc., complete. Rate
MATERIAL
Coir veneered board 4mm thick = 10sqm.
Add for wastage @ 20% = 2 sqm.
Total = 12 sqm.
7552 Coir veneered board 4mm thick 260 sqm 12 3120
9977 Carriage of Coir veneered board 2.12 L.S. 5.46 11.58
work and fixing in cement mortar 1:3 (1 cement: 3 fine
sand)
LABOUR
114 Beldar 645 day 4.6 2967
130 Mistry 784 day 0.6 470.4
9999 20mm nails without head for fixing ply 2.12 L.S. 53.82 114.1
Priming coat Painting with ready mixed priming coat

TOTAL 12229.28
(12229.28 - 2567) = 9662.28
TOTAL 12325.9
on (12325.9 - 2567) = 9758.9 x 0.1405
TOTAL 13697.03
except (A) i.e. on (13697.03 - 2567) = 11130.03
TOTAL 15366.53
(15366.53 - 2567) = 12799.53
Cost of 10 sqm. 15494.53
Say 1549.45
8.3 Providing and fixing skirting with Pre-laminated (one side decorative and other side balancing
8.30.1 lamination)
18 mm thickflat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823
Details of cost for skirting 200mm wide and 30m long
Area = 0.2x30= 6 sqm.

Area = 0.2x30= 6 sqm.
MATERIAL
Teak shade prelaminated Particle board (three layer
medium density) = 6.0 sqm.+

Add wastage @ 10% = 0.6sqm.
Total = 6.6 sqm.
7478 Prelaminated particle board with one side decorative 560 sqm 6.6 3696

9999 Labour for drilling holes 2.12 L.S. 130 275.6
LABOUR
For dressing and fixing particle board to skirting
114 Beldar 645 day 0.86 554.7
9999 Sundries (Screws, sand paper) 2.12 L.S. 53.82 114.1
Painting with ready mixed priming coat at back
TOTAL 7820.07
(7820.07 - 368.7) = 7451.37
TOTAL 7894.58
on (7894.58 - 368.7) = 7525.88 x 0.1405
TOTAL 8951.97
except (A) i.e. on (8951.97 - 368.7) = 8583.27
TOTAL 10239.46
(10239.46 - 368.7) = 9870.76
Cost of 6 sqm. 10338.17
Say 1723.05
8.3 Providing and fixing skirting with Pre-laminated (one side decorative and other side balancing
8.30.2 lamination)
25 mm thickflat pressed 3 layer or graded particle board (medium density) Grade I, Type II, IS :12823
Details of cost for skirting 200mm wide and 30m long
Area = 0.2x30= 6 sqm.

Area = 0.2x30= 6 sqm.
MATERIAL
Teak shade prelaminated Particle board (three layer
medium density) = 6.0 sqm.+

Total = 6.6 sqm.

9999 Labour for drilling holes 2.12 L.S. 130 275.6
LABOUR
For dressing and fixing particle board to
skirting
114 Beldar 645 day 0.86 554.7
9999 Sundries (Screws, sand paper) 2.12 L.S. 53.82 114.1
Painting with ready mixed priming coat at back
TOTAL 9734.07
(9734.07 - 368.7) = 9365.37
TOTAL 9827.72
on (9827.72 - 368.7) = 9459.02 x 0.1405
TOTAL 11156.71
except (A) i.e. on (11156.71 - 368.7) = 10788.01
TOTAL 12774.91
(12774.91 - 368.7) = 12406.21
Cost of 6 sqm. 12898.97
Say 2149.85
8.31 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be
Code specified by the manufacturer), of approved make, in all colours,
Description Rate shadesUnit
except burgundy,
Qty bottle
Total
MATERIAL
Ceramic Glazed tiles = 1.000 sqm
Add for wastage & breakage @ 2.5 % = 0.025 sqm
Total = 1.025 sqm
7800 Ceramic Glazed Tiles Ist quality minimum thickness 5mm 190 sqm 1.025 194.75
in all colours shades and designs except burgundy, bottle
green, black
12 mm thick Cement mortar 1:3 (1 cement : 3 coarse
sand)
Cement for slurry over bed @ 3.3 kg per sqm
LABOUR
115 Coolie 645 day 0.25 161.25
9988 Sundries including carriage of cement etc 2.12 L.S. 26.91 57.05
TOTAL 794.83
TOTAL 802.78
TOTAL 915.57
TOTAL 1052.91
Say 1063.45
8.32 Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite
Code Panel Cladding, with open grooves for linear as well as curvilinear
Description Rate portions
Unitof the building
Qty , forTotal
all
Width of the unit 1.6 m
Height of the unit 4.2 m
Area of Single Unit 6.72 sqm
Total Area 6.72 sqm
No of Panels 1 no
Area i/c wastage @ 5% = 7.06 sqm
MATERIALS
2607 Weather Sealant - Non Staining (600 ml) 332 each 2 664
2608 Weather Sealant - Normal (300 ml) 102 each 2 204
2609 MS Brackets/Aluminium Alloy Brackets 104 kg 10 1040
2611 EPDM Gasket in Kg (Above 60 g / m) 156 kg 0.7 109.2
2612 Anchor Fastner - M10 11 each 2 22
2613 SS Bolt with washer of sizes for structural glazing / ACP 37 each 2 74
Cladding
2614 SS Screws of sizes for structural glazing / ACP Cladding 4 each 49 196
2615 Protective Tape 22 metre 7 154

2630 Baker rod 6 metre 5 30
2616 GI flashing - 1.2 mm Thick 61 kg 4 244
2631 4 mm thick ACP 1100 sqm 7.06 7766
9999 Sundries 2.12 L.S. 451 956.12
9999 Sundries (For Fabrication) 2.12 L.S. 1895.3 4018.04
9999 Sundries (For Installation) 2.12 L.S. 1895.3 4018.04
9999 Sundries (Scaffolding / Loading / Unloading) 2.12 L.S. 602.25 1276.77
9999 Sundries (Transporation) 2.12 L.S. 473.83 1004.52
9999 Sundries (Designing charges etc.) 2.12 L.S. 328.15 695.68
TOTAL 22472.37
TOTAL 22697.09
TOTAL 25886.03
TOTAL 29768.93
Cost for 6.72 sqm 30066.62
Say 4474.2
9.1 Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought
9.1.1 framed class
Second and fixed
teak in position with hold fast lugs or with dash fasteners of required dia & length (hold
wood
Details of cost for Chowkhat of a door 206.75x117.5cm
MATERIAL
Superior class teakwood such as Dandeli Balarshah or
Malabar
2x206.75x9.5x7.0cm =0.028cum+
1x117.5x9.5x7.0cm = 0.008cum. = 0.036cum.+
Add for wastage @ 5% = 0.002cum.
Grand Total = 0.038cum = 38 cudm

LABOUR
156 Carpenter (average) 749 day 0.72 539.28
114 Beldar 645 day 0.07 45.15
TOTAL 3540.35
TOTAL 3575.75
TOTAL 4078.14
TOTAL 4689.86
Say 131576.65
9.1.2 framed
Sal woodand fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold
Details of cost for Chowkhat of a door 206.75x117.5cm.
MATERIAL
Salwood
2x206.75x9.5x7.0cm =0.028cum+
1x117.5x9.5x7.0cm = 0.008cum. = 0.036cum.+
Grand Total = 0.038cum = 38cudm
1199 Sal wood in scantling 600 10 cudm 3.8 2280

LABOUR
114 Beldar 645 day 0.07 45.15
TOTAL 2871.55
TOTAL 2900.27
TOTAL 3307.76
TOTAL 3803.92
Say 106721.1
9.1.3 framed
Kiln and fixed
seasoned andinchemically
position with holdhollock
treated fast lugs or with dash fasteners of required dia & length (hold
wood
MATERIAL
Hollock wood
2x206.75x9.5x7.0cm =0.028cum+
1x117.5x9.5x7.0cm = 0.008cum. = 0.036cum.+
2466 Hollock wood in scantling 357 10 cudm 3.8 1356.6

2504 Kiln seasoning of timber 772 cum 0.038 29.34
9999 Chemical treatment 2.12 L.S. 8.97 19.02
LABOUR
114 Beldar 645 day 0.07 45.15
TOTAL 1996.51
TOTAL 2016.48
TOTAL 2299.8
TOTAL 2644.77
Cost of 36 cudm.(finished work) 2671.22
Say 74200.55
9.2 Providing laminated veneer lumber conforming to IS:14616 and TAD -15: 2001 (Part B) in factory
Code made frames of doors, windows, clerestory windows and other
Description Rateframes, Unit
wrought framed
Qty and fixing
Total in
MATERIAL
Laminated veneer lumber including wastage @ 5%
2x206.75x9.5x7.0cm =0.028cum+
1x117.5x9.5x7.0cm = 0.008cum. = 0.036cum.+
7157 Laminated veneer lumber confirming to TADS 15:1995 700 10 cudm 3.8 2660
manufactured in factory in frames of doors, windows 3.8

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 3095.72
TOTAL 3126.68
TOTAL 3565.98
TOTAL 4100.88
Cost of 36 cudm 4141.89
Say 115052.5
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with
9.3.1 necessary
Sal wood stainless steel screws etc.
Details of cost for ceiling for a room 3x3m
MATERIAL
Salwood = 6x3.30x(50/1000)x(125/1000)=0.1238 cum.
+ Cross battens 60mm centre to center 38x50mm.

6x3x(38/1000)x50/1000)=0.0342 cum.
= 0.1580 cum.+
Add for wastage @ 5% = 0.0079 cum.
= 0.1659 cum. say 166 cudm.

LABOUR
114 Beldar 645 day 1 645
9999 Sundries screws etc. 2.12 L.S. 53.82 114.1
TOTAL 11464.2
TOTAL 11578.84
TOTAL 13205.67
TOTAL 15186.52
Cost of 158 cudm. 15338.39
Say 97078.4
9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position with
9.3.2 necessary
Kiln stainless
seasoned steel screws
and chemically etc. hollock wood
treated
Details of cost for ceiling for a room 3x3m
MATERIAL
Hollock wood = 6x3.30x(50/1000)x(125/1000)=0.1238
cum. +
Cross battens 60mm centre to center
38x50mm.
6x3x(38/1000)x50/1000)=0.0342 cum.
= 0.1580 cum.+
= 0.1659 cum. say 166 cudm.

LABOUR
114 Beldar 645 day 1 645
9999 Sundries screws etc. 2.12 L.S. 53.82 114.1
TOTAL 7597.13
TOTAL 7673.1
TOTAL 8751.17
TOTAL 10063.85
Cost of 158 cudm (finished work) 10164.49
Say 64332.2
Details of cost for Chowkhat of a door 206.75x117.5cm
Extra Materials and labour for wastage @ 10% on

quantity of item no 9.1.1
MATERIAL

LABOUR
114 Beldar 645 day 0.007 4.52
TOTAL 354.04
TOTAL 357.58
TOTAL 407.82
TOTAL 468.99
Say 13157.8
9.4.2 Sal wood
Details of cost for Chowkhat of a door
206.75x117.5cm
MATERIAL

LABOUR
114 Beldar 645 day 0.007 4.52
TOTAL 287.16
TOTAL 290.03
TOTAL 330.78
TOTAL 380.4
Say 10672.2

MATERIAL

LABOUR
114 Beldar 645 day 0.007 4.52
TOTAL 199.66
TOTAL 201.66
TOTAL 229.99
TOTAL 264.49
Cost of 36 cudm.(finished work) 267.13
Say 7420.3
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory
9.5.1 windows,
Second fixing
class teakwith
woodbutt hinges of required size with necessary screws, excluding panelling which
9.5.1.1 35 mm thick shutters
Details of cost for shutters of a Door
(1/3rd glazed and 2/3rd panelled) 200x 108cm = 2.16
sqm)
MATERIAL
Teak wood
Styles 4x200x10.0x3.5cm = 0.028cum+ Rails
Top rails 1x110.5x10.0x3.5cm = 0.004cum.+
Bottom rails 1x110.5x20x3.5cm = 0.008cum+
Lock rails 1x110.5x15x3.5cm = 0.006cum+
Beading 2x186.1x1.9x1.2cm = 0.001cum.
Total = 0.047 cum+
Add for wastage @ 10% = 0.005cum
Grand Total = 0.051 cum = 51 cudm

LABOUR
114 Beldar 645 day 0.76 490.2
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 5980.59
TOTAL 6040.4
TOTAL 6889.08
TOTAL 7922.44
Cost of 2.16 sqm. 8001.66
Say 3704.45
9.5.1 windows,
Second fixing
class teakwith
woodbutt hinges of required size with necessary screws, excluding panelling which
Details of cost for shutters of a Door (1/3rd glazed and
2/3rd panelled) 200x108cm = 2.16 sqm)
MATERIAL
Teak wood
Styles : 4x200x10.0x3.0cm = 0.024 cum+
Top rails :1x110.5x9.5x3.0cm = 0.003cum+
Bottom rails : 1x110.5x19.7x3.0cm = 0.007cum+
Lock rails : 1x110.5x15.0x3.0cm = 0.005cum+
Beading : 2x186.1x1.9x1.2cm = 0.001 cum.
Total = 0.040 cum. +

LABOUR
114 Beldar 645 day 0.76 490.2
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 5425.58
TOTAL 5479.84
TOTAL 6249.76
TOTAL 7187.22
Cost of 2.16 sqm. 7259.09
Say 3360.7
9.5.2 windows,
Kiln fixing
seasoned with
and butt hinges
chemically of required
treated hollocksize
woodwith necessary screws, excluding panelling which
Details of cost for shutters of a Door (1/3rd glazed and
2/3rd panelled) 200x108cm = 2.16 sqm)
MATERIAL
Hollock wood
Bottom rails 1x110.5x20x3.5cm = 0.008cum+
Total = 0.047 cum+

LABOUR
114 Beldar 645 day 0.76 490.2
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 4055.35
TOTAL 4095.9
TOTAL 4671.37
TOTAL 5372.08
Cost of 2.16 sqm. 5425.8
Say 2511.95
9.5.2 windows,
Kiln fixing
seasoned with
and butt hinges
chemically of required
treated hollocksize
woodwith necessary screws, excluding panelling which
Details of cost for shutters of a door
(1/3rd glazed and 2/3rd panelled)
200x108cm = 2.16sqm.
MATERIAL
Hollock wood
Bottom rails 1x110.5x19.7x3.0cm = 0.007cum+
Beading 2x186.1x1.9x1.2cm = 0.001cum
Total = 0.040 cum.+
Grand Total = 0.044 cum or = 44 cudm

LABOUR
114 Beldar 645 day 0.76 490.2
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 3767.24
TOTAL 3804.91
TOTAL 4339.5
TOTAL 4990.43
Cost of 2.16 sqm. 5040.33
Say 2333.5
9.5.3 windows,
Kiln fixing
seasoned with butt
selected hinges
planks of requiredwood
of sheesham size with necessary screws, excluding panelling which
Details of cost for shutters of a Door
(1/3rd glazed and 2/3rd panelled)
200x108cm = 2.16 sqm)
MATERIAL
Sheesham wood
Total = 0.047 cum+
1200 Kiln seasoned selected sheesum wood planks 650 10 cudm 5.1 3315

LABOUR
114 Beldar 645 day 0.76 490.2
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 5261.49
TOTAL 5314.1
TOTAL 6060.73
TOTAL 6969.84
Cost of 2.16 sqm. 7039.54
Say 3259.05
9.5.3 windows,
Kiln fixing
seasoned with butt
selected hinges
planks of requiredwood
of sheesham size with necessary screws, excluding panelling which
Details of cost for shutters of a door (1/3rd glazed and
2/3rd
panelled). 200x108cm = 2.16sqm.
MATERIAL
Sheesham wood
Styles 4x200x10.0x3.0cm = 0.028cum+
Rails
Lock rails 1x110.5x15.0x3.0cm = 0.005cum+
Bottom rails 1x110.5xl9.7x3.0cm = 0.007cum+
Beading 2x186.1xl.9xl.2cm = 0.001cum
Total = 0.040 cum.+
Grand Total = 0.044 cum or = 44 cudm"

LABOUR
114 Beldar 645 day 0.76 490.2
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 4805.18
TOTAL 4853.23
TOTAL 5535.11
TOTAL 6365.38
Cost of 2.16 sqm. 6429.03
Say 2976.4
9.6 Providing and fixing 35 mm thick factory made laminated veneer lumber door shutter conforming to
9.6.1 IS
12:mm
14616 andplain
thick TADS 15:2001
grade (Part B),density
-1, medium fixing with butt hinges
flat pressed of layer
three required size board
particle with necessary
FPT - I or screws,
graded all
Code wood particle
Description board FPT- I, IS : 3087 marked, bonded with BWP
Rate type synthetic
Unit resin
Qtyadhesive as per IS
Total
Details of cost of one shutter 220x108cm = 2.38sqm.
MATERIAL
7137 Factory made 35 mm thick shutters with laminated 1620 sqm 2.38 3855.6
veneer lumber styles rails as per TADS IS:1995 and
panels of 12 mm thick plain type-I, medium density flat
pressed three layer, graded particle board (FPT-I) as per
IS:3087-1985 bonded with BWP type synthetic resin
adhesive, as per IS:848
9977 Carriage of shutters 2.12 L.S. 29.64 62.84

Fittings :
LABOUR
114 Beldar 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 4770.99
TOTAL 4818.7
TOTAL 5495.73
TOTAL 6320.09
Cost of 2.38 sqm. 6383.29
Say 2682.05
9.6.2 IS :mm
12 14616 andpre-laminated
thick TADS 15:2001particle
(Part B), fixing(decorative
board with butt hinges of required
lamination on bothsize withgrade
sides) necessary screws, all
-1, medium
Code density flat
Description pressed, three layer particle board FPT- I or graded wood
Rate particle
Unit board FPT-
Qty I, conforming
Total
MATERIAL
panels of 12 mm thick both sides prelaminated type-I,
medium density flat pressed three layer, graded particle
board (FPT-I) as per IS:3087-1985 bonded with BWP type
synthetic resin adhesive, as per IS:848-1974

Fittings :
LABOUR
114 Beldar 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 5008.99
TOTAL 5059.08
TOTAL 5769.88
TOTAL 6635.36
Cost of 2.38 sqm. 6701.71
Say 2815.85
9.6.3 IS
12:mm
14616 andone
thick TADS
side15:2001 (Part B),particle
Pre-laminated fixing with
boardbutt hinges of lamination
(decorative required size
onwith
one necessary screws,
side and other all
sides
Code balancing
Descriptionlamination) grade -1, medium density flat pressed, three
Rate layer particle
Unit board
Qty FPT - I or
Total
MATERIAL
panels of 12 mm thick one side prelaminated type-I, and
other side balancing lamination, medium density flat
pressed three layer, graded particle board (FPT-I) as per
IS:3087-1985 bonded with BWP type synthetic resin
adhesive, as per IS:848-1974

Fittings :
LABOUR
114 Beldar 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 5461.19
TOTAL 5515.8
TOTAL 6290.77
TOTAL 7234.39
Cost of 2.38 sqm. 7306.73
Say 3070.05
9.7 Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for
9.7.1 doors, windows
Second class teakand clerestory windows (Area of opening for panel inserts excluding portion inside
wood
Details of cost for shutters of a door with 2/3rd panelling
200x108cm = 2.16sqm.
Panel area = 4x45.1x36.55cm = 0.66 sqm
MATERIAL
Panels
4x47.2x38.65x1.6cm = 0.0117cum+
= 0.0129 cum.

LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 1479.06
TOTAL 1493.85
TOTAL 1703.74
TOTAL 1959.3
Cost of 0.66 sqm. 1978.89
Say 2998.3
9.7.2 doors,
Kiln windows
seasoned and
and clerestorytreated
chemically windows (Areawood
hollock of opening for panel inserts excluding portion inside
Details of cost for shutters of a door 200x108cm = 2.16
sqm.
Panel area 4x45.1x36.55cm=0.66sqm.
MATERIAL
Hollock wood
panels 4x45.1x36.55cm = 0.0117 cum+
= 0.0129 cum = 12.90 cudm

Labour & sundries
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 1006.23
TOTAL 1016.29
TOTAL 1159.08
TOTAL 1332.94
Cost of 0.66 sqm. 1346.27
Say 2039.8
9.7.3 doors,
Ply windows
wood 5 ply, 9and
mmclerestory
thick windows (Area of opening for panel inserts excluding portion inside
9.7.3.1 Decorative plywood both side decorative veneer (Type - I) conforming to IS 1328 BWR type
200x108cm = 2.16sqm.
Panel area = 4x45.1x36.55cm = 0.66sqm.
MATERIAL
Plywood (9mm thick)
4x47.2x38.65cm = 0.73sqm+
Add for wastage @ 10% = 0.07sqm.
Total = 0.80 sqm.
2480 Ply wood 5 ply with teak ply on both faces 9 mm thick 884 sqm 0.8 707.2
9977 Carriage of Plywood 2.12 L.S. 1.82 3.86

LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 1167.31
TOTAL 1178.98
TOTAL 1344.63
TOTAL 1546.32
Cost of 0.66 sqm. 1561.78
Say 2366.35
9.7.3 doors,
Ply windows
wood 5 ply, 9and
mmclerestory
9.7.3.2 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1)
Code conforming to IS 1328 BWR Type
Details of cost for shutters of a door with 2/3rd panelling.
200x108cm = 2.16sqm.
MATERIAL
Plywood (9mm thick)
4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm.
2481 Ply wood 5 ply with teak ply on one face and commercial 905 sqm 0.8 724
ply on another face 9 mm thick
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 1184.11
TOTAL 1195.95
TOTAL 1363.98
TOTAL 1568.58
Cost of 0.66 sqm. 1584.27
Say 2400.4
9.7.4 doors,
Ply windows
wood 7 ply, 9and
mmclerestory
9.7.4.1 Decorative plywood one side decorative veneer and commercial veneer on other face (Type 1)
Code conforming to IS 1328 BWR Type
200x108cm = 2.16sqm.
MATERIAL
Plywood (9mm thick)
4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm.
2483 Ply wood 7 ply with teak ply on one face and commercial 1010 sqm 0.8 808
ply on another face 9 mm thick
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 1268.11
TOTAL 1280.79
TOTAL 1460.74
TOTAL 1679.85
Cost of 0.66 sqm. 1696.65
Say 2570.7
Particle Board 12andmmclerestory
9.7.5.1 Plain particle board flat pressed, 3 layer or graded wood particle board medium density Grade I, IS :
Code 3087 marked
200x108cm = 2.16sqm.
MATERIAL
Particle Board
4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm.
341 Flat pressed 3 layer particle board (medium density) 288 sqm 0.8 230.4
Grade I :12 mm thick
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 690.51
TOTAL 697.42
TOTAL 795.41
TOTAL 914.72
Cost of 0.66 sqm. 923.87
Say 1399.8
9.7.5.2 Veneered flat pressed three layer or graded wood particle board with commercial veneering on both
Code sides conforming to IS:3097, grade I
200x108cm = 2.16sqm.
MATERIAL
Particle Board
4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm
7468 Veneered particle board with commercial veneering on 480 sqm 0.8 384
both sides 12 mm thick
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 844.11
TOTAL 852.55
TOTAL 972.33
TOTAL 1118.18
Cost of 0.66 sqm. 1129.36
Say 1711.15
9.7.5.3 Pre-laminated particle board with decorative lamination on one side and balancing lamination on
Code other side, Grade I, Type II IS: 12823 marked
200x108cm = 2.16sqm.
MATERIAL
Particle Board
4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm

LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 860.11
TOTAL 868.71
TOTAL 990.76
TOTAL 1139.37
Cost of 0.66 sqm. 1150.76
Say 1743.6
9.7.5.4 Pre-laminated particle board with decorative lamination on both sides, Grade I, Type II, IS:12823
Code marked
200x108cm = 2.16sqm.
MATERIAL
Particle Board
4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm
7480 Prelaminated particle board with both sides decorative 490 sqm 0.8 392
lamination, flat pressed 3 layer & graded (medium
density) Grade I, Type II conforming to IS : 12823
(exterior grade) 12 mm thick

LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 852.11
TOTAL 860.63
TOTAL 981.55
TOTAL 1128.78
Cost of 0.66 sqm. 1140.07
Say 1727.4
9.7.6 doors,
Coir windows
Veneer Boardand clerestory windows
(conforming (Area of opening for panel inserts excluding portion inside
to IS 14842)
9.7.6.1 12 mm thick
Details of cost for shutters of a door with 2/3 rd panelling
200x108cm = 2.16 sqm

Panel area 4x45.1x36.55cm=0.66sqm
MATERIAL
Coir veneered board 12mm thick
4x47.2x38.65cm = 0.73sqm
Add for wastage @ 10% = 0.07sqm
Total = 0.80 sqm
7555 Coir veneered board 12mm thick 625 sqm 0.8 500
9977 CARRIAGE 2.12 L.S. 1.82 3.86
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 960.11
TOTAL 969.71
TOTAL 1105.95
TOTAL 1271.84
Cost of 0.66 sqm. 1284.56
Say 1946.3
9.7.7 doors,glass
Float windows
panesand clerestory windows (Area of opening for panel inserts excluding portion inside
9.7.7.1 4 mm thick glass pane (weight not less than 10kg/sqm).
200x108cm = 2.16 sqm

MATERIAL
Float glass sheet of nominal thickness
4 mm 4x47.2x38.65cm = 0.73sqm
Total = 0.80 sqm
2406 Float glass sheet of nominal thickness 4 mm (weight not 309 sqm 0.8 247.2
less than 10kg/sqm).
9977 CARRIAGE 2.12 L.S. 1.82 3.86
LABOUR
119 Glazier 714 day 0.15 107.1
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 25.47 54
TOTAL 935.84
TOTAL 945.2
TOTAL 1078
TOTAL 1239.7
Cost of 0.66 sqm. 1252.1
Say 1897.1
9.7.7 doors,glass
Float windows
panesand clerestory windows (Area of opening for panel inserts excluding portion inside
9.7.7.2 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).
200x108cm = 2.16 sqm

Panel area 4x45.1x36.55cm=0.66 sqm
MATERIAL
Float glass sheet of nominal thickness 5.5 mm
4x47.2x38.65cm = 0.73sqm
Total = 0.80 sqm
2407 Float glass sheet of nominal thickness 5.0 mm.(weight 515 sqm 0.8 412
not less than 12.50 kg/sqm).
9977 CARRIAGE 2.12 L.S. 1.82 3.86
LABOUR
119 Glazier 714 day 0.15 107.1
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 25.47 54
TOTAL 1100.64
TOTAL 1111.65
TOTAL 1267.84
TOTAL 1458.02
Cost of 0.66 sqm. 1472.6
Say 2231.2
Fly proof and
stainless clerestory
steel windows
grade 304 (Areawith
wire gauge of opening
0.5 mmfor
dia.panel
wireinserts excluding
and 1.4mm wideportion inside
aperture with
Code matching wood beading
200x108cm = 2.16 sqm

MATERIAL
Stainless steel wire guage
4x47.2x38.65cm = 0.73sqm
Total = 0.80 sqm
8737 Stainless steel wire guage (Grade-304) aperture 1.4mm 413 sqm 0.8 330.4
and 0.50 mm dia wire
9977 CARRIAGE 2.12 L.S. 1.82 3.86
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 750.61
TOTAL 758.12
TOTAL 864.64
TOTAL 994.34
Cost of 0.66 sqm. 1004.28
Say 1521.65
9.9 Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick
9.9.1 float glass
Second panes,
class teak including
wood ISI marked M.S. pressed butt hinges bright finished of required size with
9.9.1.1 35 mm thick
Details of cost for shutter of a door (glazed) 2000x108cm
= 2.16 sqm.
MATERIAL
Styles : 4x200x9.5x3.5cm = 0.027cum
Rails
Top & intermediate rails
2x110.5x9.5x3.5cm = 0.008cum
Lock and bottom rails
2x110.5x19.7x3.5cm = 0.015cum
Beadings-
2x186.1x1.9x1.2cm = 0.001cum
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.053 cum.
595 Bright finished or black enamelled mild steel butt hinges 80 10 Nos 0.6 48
100x58x1.90 mm
597 Bright finished or black enamelled mild steel butt 49 10 Nos 0.2 9.8
hinges50x37x1.50 mm
637 Bright finished or black enamelled mild steel screws 40 60 100 Nos 0.48 28.8
mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 7197.75
TOTAL 7269.73
TOTAL 8291.13
TOTAL 9534.8
Cost of 2.16 sqm. 9630.15
Say 4458.4
float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with
9.9.1.2 30 mm thick
Details of cost for shutter of a door (glazed) 2000x108cm
=
2.16 sqm.
MATERIAL
Teak wood
Styles : 4x200x9.5x3.0cm = 0.023cum+
Rails
2x110.5x9.5x3.0cm = 0.006cum+
2x110.5x19.7x3.0cm = 0.013cum+
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.045 cum.+
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6563.45
TOTAL 6629.08
TOTAL 7560.47
TOTAL 8694.54
Cost of 2.16 sqm. 8781.49
Say 4065.5
9.9.2 floatseasoned
Kiln glass panes,
andincluding ISItreated
chemically markedhollock
M.S. pressed
wood butt hinges bright finished of required size with
9.9.2.1 35 mm thick
Details of cost for shutters of a door (glazed)
200x108cm = 2.16 sqm.
MATERIAL
Hollock wood
Styles :
4x200x9.5x3.5cm = 0.027cum+
Rails
2x110.5x9.5x3.5cm = 0.008cum+
2x110.5x19.7x3.5cm = 0.015cum.+
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.053 cum.+

9999 (iii) Chemical treatment 2.12 L.S. 9.1 19.29
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 5005.62
TOTAL 5055.68
TOTAL 5766
TOTAL 6630.9
Cost of 2.16 sqm. 6697.21
Say 3100.55
9.9.2 floatseasoned
Kiln glass panes,
andincluding ISItreated
chemically markedhollock
M.S. pressed
wood butt hinges bright finished of required size with
9.9.2.2 30 mm thick
Details of cost for shutter of door (glazed)
2000x108cm = 2.16 sqm.
MATERIAL
Hollock wood
Styles : 4x200x9.5x3.0cm = 0.023cum+
Rails
2x110.5x19.7x3.0cm = 0.006cum+
2x110.5x19.7x3.0cm = 0.013cum+
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.045 cum.+
Grand Total = 0.050 = 50 cudm
2505 Hollock wood in planks 402 10 cudm 5 2010

100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 4676.34
TOTAL 4723.1
TOTAL 5386.7
TOTAL 6194.71
Cost of 2.16 sqm. 6256.66
Say 2896.6
9.9.3 floatseasoned
Kiln glass panes, including
selected ISI of
planks marked M.S. wood
sheesham pressed butt hinges bright finished of required size with
9.9.3.1 35 mm thick
Details of cost for shutters of a door (glazed)
200x108cm = 2.16 sqm.
MATERIAL
Sheesham wood
Styles :
4x200x9.5x3.5cm = 0.027cum+
Rails
2x110.5x9.5x3.5cm = 0.008cum+
2x110.5x19.7x3.5cm = 0.015cum.+
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.053 cum.+
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6379.95
TOTAL 6443.75
TOTAL 7349.1
TOTAL 8451.47
Cost of 2.16 sqm. 8535.98
Say 3951.85
9.9.3 floatseasoned
Kiln glass panes, including
selected ISI of
planks marked M.S. wood
sheesham pressed butt hinges bright finished of required size with
9.9.3.2 30 mm thick
Details of cost for shutter of door (glazed)
2000x108cm = 2.16 sqm.
MATERIAL
Sheesham wood
Styles : 4x200x9.5x3.0cm = 0.023cum+
Rails
2x110.5x19.7x3.0cm = 0.006cum+
2x110.5x19.7x3.0cm = 0.013cum+
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.045 cum.+
Grand Total = 0.050 = 50 cudm
1200 Kiln seasoned selected sheesum wood planks 650 10 cudm 5 3250
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 5858.45
TOTAL 5917.03
TOTAL 6748.37
TOTAL 7760.63
Cost of 2.16 sqm. 7838.24
Say 3628.8
9.1 Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616
9.10.1 andmm
30 TADS 15:2001
thick (Part B), using 4 mm thick float glass panes for doors, windows and clerestory
shutters
Details of cost of one shutter
220x108cm = 2.38sqm.
MATERIAL
panels of sheet glass using 10 kg/ sqm glass panes
LABOUR
114 Beldar 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 4770.99
TOTAL 4818.7
TOTAL 5495.73
TOTAL 6320.09
Cost of 2.38 sqm. 6383.29
Say 2682.05
9.11 Extra for providing heavy sheet float glass panes instead of ordinary float glass in glazed doors,
9.11.1 windows
5.0 and instead
mm thick clerestory
of 4window shutters. (Area of opening for glass panes excluding portion inside
mm thick.
Details of cost for one sqm.
MATERIAL
2407 Float glass sheet of nominal thickness 5.0 mm.(weight 515 sqm 1 515
not less than 12.50 kg/sqm).
Deduct
2406 Float glass sheet of nominal thickness 4 mm (weight not 309 sqm -1 -309
TOTAL 206
TOTAL 208.06
TOTAL 237.29
TOTAL 272.88
Say 275.6
9.12 Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in
Code doors, windows and clerestory window shutters. (Area of opening
Description Rate for glass
Unitpanes Qty
excluding portion
Total
Cost for 1 sqm.
MATERIAL
7032 Frosted glass sheet of nominal thickness 4 mm (weighing 420 sqm 1 420
not less than 10 kg/sqm)
Deduct
TOTAL 111
TOTAL 112.11
TOTAL 127.86
TOTAL 147.04
Say 148.5
9.13 Deduct for providing pin headed glass panes instead of ordinary float glass panes weighing 4 mm thick
Code in doors, windows and clerestory windows shutters (Area of Rate
Description opening forUnit
glass panes
QtyexcludingTotal
portion
Cost for 1 sqm.
MATERIAL
Deduct
7451 Glass sheet (Pin headed) 4 mm thick 345 sqm 1 345
TOTAL 36
TOTAL 36.36
TOTAL 41.47
TOTAL 47.69
Say 48.15
9.14 Extra for providing ISI marked Stainless Steel butt hinges instead of M.S. pressed butt hinges bright
Code finished of required size with necessary screws. (Shutter areaRate
Description to be measured).
Unit Qty Total
Details of cost for one door shutter of a door
200x108cm = 2.16 sqm.
MATERIAL
8220 Stainless steel butt hinges (heavy weight) 100x60x2.5 275 10 Nos 0.6 165
mm IS : 12817 marked
8218 Stainless steel butt hinges 50x37x1.5 mm IS : 12817 150 10 Nos 0.2 30
marked
8211 Stainless steel screws 40 mm 250 100 Nos 0.48 120
Deduct
595 Bright finished or black enamelled mild steel butt hinges 80 10 Nos -0.6 -48
100x58x1.90 mm -0.6
597 Bright finished or black enamelled mild steel butt 49 10 Nos -0.2 -9.8
hinges50x37x1.50 mm Black enameled Iron
637 Bright finished or black enamelled mild steel screws 40 60 100 Nos -0.48 -28.8
mm
640 Bright finished or black enamelled mild steel screws 20 35 100 Nos -0.08 -2.8
mm
TOTAL 237.6
TOTAL 239.98
TOTAL 273.7
TOTAL 314.76
Cost of 2.16sqm. 317.91
Cost on 1 sqm. 147.18
Say 147.2
9.15 Deduct for not providing hinges in doors, windows or clerestory window shutters with :
9.15.1 Stainless steel butt hinges with stainless steel screws :
9.15.1.1 For 2nd class teak wood and other class of wood shutters
Details of cost of fittings for shutter of size
200x108cm = 2.16 sqm.
MATERIAL
marked
TOTAL 327
TOTAL 330.27
TOTAL 376.67
TOTAL 433.17
Cost of 2.16 sqm. 437.5
Say 202.55
9.15 Deduct for not providing hinges in doors, windows or clerestory window shutters with :
9.15.2 ISI marked M.S. pressed butt hinges bright finished of required size.
9.15.2.1 For 2nd class teak wood and other class of wood shutters
Details of cost of hinges with screws for
shutters of size 200x108cm = 2.16 sqm.
MATERIAL
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
TOTAL 89.4
TOTAL 90.29
TOTAL 102.98
TOTAL 118.43
Cost of 2.16 sqm. 119.61
Say 55.35
9.16.1.1 Second class teak wood including ISI marked anodised aluminium butt hinges with necessary screws
Details of cost for shutters of a cup-board (half glazed
and half panelled) 200x108cm = 2.16 sqm.
MATERIAL
Styles-
4x200x8.0x2.5cm = 0.016 cum+
Rails-
Top rail-
1x110.5x8.0x2.5cm = 0.0022cum+
Lock and bottom rail-
2x110.5x8.0x2.5cm = 0.0044 cum.
Panels-
2x48x41x1.6cm = 0.006cum+
Sash bars-
2x114x3.8x2.5cm = 0.003cum+
6x48x3.8x2.5cm = 0.003 cum+
Beading-
16x92x1.4x1.2cm = 0.002cum
Total = 0.0366
Grand Total = 0.0403 cum or 40 cudm

Fittings-
694 Anodised Aluminium butt hinges 75x45x3.2 mm 196 10 Nos 0.6 117.6
586 Chromium plated Brass screws 40 mm 290 100 Nos 0.48 139.2
LABOUR
119 Glazier 714 day 0.18 128.52
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6326.68
TOTAL 6389.95
TOTAL 7287.74
TOTAL 8380.9
Cost of 2.16 sqm. 8464.71
Say 3918.85
9.16.1.2 Second class teak wood including iSi marked nickel plated bright finished M.S. piano hinges with
Code necessary screws
and half panelled) 200x108cm = 2.16 sqm.
MATERIAL
Styles-
4x200x8.0x2.5cm = 0.016 cum+
Rails-
Top rail-
1x110.5x8.0x2.5cm = 0.0022cum+
Lock and bottom rail-
2x110.5x8.0x2.5cm = 0.0044 cum.
Panels-
2x48x41x1.6cm = 0.006cum+
Sash bars-
2x114x3.8x2.5cm = 0.003cum+
6x48x3.8x2.5cm = 0.003 cum+
Beading-
16x92x1.4x1.2cm = 0.002cum
Total = 0.0366

Fittings-
608 Nickel plated mild steel piono hinges 1 mm thick 25 mm 39 metre 4 156
wide
586 Chromium plated Brass screws 40 mm 290 100 Nos 1.14 330.6
LABOUR
119 Glazier 714 day 0.18 128.52
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6556.48
TOTAL 6622.04
TOTAL 7552.44
TOTAL 8685.31
Cost of 2.16 sqm. 8772.16
Say 4061.2
9.16.2.1 Second class teak wood including ISI marked anodized aluminium butt hinges with necessary screws
Details of cost for shutter of cup-board
2000x108cm = 2.16 sqm.
MATERIAL
(i) Teak wood second class
Styles : 4x200x9.5x2.5 cm = 0.019 cum
Rails
2x110.5x9.5x2.5 cm = 0.006 cum
2x110.5x19.7x2.5 cm = 0.011 cum
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.039 cum.
Grand Total = 0.043 cum. 43 cudm
694 Anodised Aluminium butt hinges 75x45x3.2 mm 196 10 Nos 0.6 117.6
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6055.84
TOTAL 6116.4
TOTAL 6975.75
TOTAL 8022.11
Cost of 2.16 sqm. 8102.33
Say 3751.1
9.16.2.2 Second class teak wood including ISI marked nickel plated bright finished M.S. piano hinges with
Code necessary screws
Details of cost for shutter of cup-board
2000x108cm = 2.16 sqm.
MATERIAL
(i) Teak wood second class
Styles : 4x200x9.5x2.5 cm = 0.019 cum
Rails
2x110.5x9.5x2.5 cm = 0.006 cum
2x110.5x19.7x2.5 cm = 0.011 cum
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.039 cum.
wide
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6120.64
TOTAL 6181.85
TOTAL 7050.4
TOTAL 8107.96
Cost of 2.16 sqm. 8189.04
Say 3791.2
9.17 Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or
9.17.1 graded
12 wood particle board IS : 3087 marked, to frame, backing or studding with screws etc. complete
mm thick
Details of cost for 350x200cm = 7sqm.
MATERIAL
12mm thick particle board = 7.00sqm.+ Add wastage @
5% =
0.35 sqm. Total = 7.35 sqm
341 Flat pressed 3 layer particle board (medium density) 288 sqm 7.35 2116.8
LABOUR
114 Beldar 645 day 1 645
TOTAL 3490.11
TOTAL 3525.01
TOTAL 4020.27
TOTAL 4623.31
Say 667.1
9.17 Providing and fixing flat pressed 3 layer particle board medium density exterior grade (Grade I) or
9.17.2 graded
18 wood particle board IS : 3087 marked, to frame, backing or studding with screws etc. complete
mm thick
MATERIAL
18 mm thick particle board = 7.00sqm.+ Add wastage @
5% =
0.35 sqm. Total = 7.35 sqm
7055 Flat pressed 3 layer and graded particle board (medium 430 sqm 7.35 3160.5
density) Grade 1 conforming to IS : 3087 - 18 mm thick

LABOUR
114 Beldar 645 day 1 645
TOTAL 4547.04
TOTAL 4592.51
TOTAL 5237.76
TOTAL 6023.42
Say 869.1
9.18 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded
9.18.1 wood
18 mmparticle
thick board IS : 3087 marked, with one side decorative and other side balancing lamination
Details of cost for 4 nos.
75x20cm shelves = 0.60 sqm.
MATERIAL
18mm thick particle board
4x75x20cm = 0.60sqm.
Total = 0.63 sqm
7478 Prelaminated particle board with one side decorative 560 sqm 0.63 352.8
9977 Carriage of board 2.12 L.S. 0.91 1.93

LABOUR
114 Beldar 645 day 0.06 38.7
9999 Sundries, Painting edges & Screws 2.12 L.S. 7.8 16.54
TOTAL 488.51
TOTAL 493.4
TOTAL 562.72
TOTAL 647.13
Cost of 0.60 sqm. 653.6
Say 1089.35
9.18 Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded
9.18.2 wood
25 mmparticle
thick board IS : 3087 marked, with one side decorative and other side balancing lamination
MATERIAL
4x75x20cm = 0.60sqm.
Total = 0.63 sqm
7479 Prelaminated particle board with one side decorative 850 sqm 0.63 535.5

LABOUR
114 Beldar 645 day 0.06 38.7
TOTAL 673.14
TOTAL 679.87
TOTAL 775.39
TOTAL 891.7
Cost of 0.60 sqm. 900.62
Say 1501.05
9.2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type,
9.20.1 core
35 mmof thick
blockincluding
board construction
ISI markedwith frame
Stainless of 1st
Steel class
butt hardwith
hinges wood and wellscrews
necessary matched teak 3 ply
MATERIAL
713 Block board construction flush door with teak wood ply 1800 sqm 2.2 3960
on both faces 35 mm thick
9977 Carriage of door 2.12 L.S. 29.64 62.84
LABOUR
For fixing shutter and fittings
114 Beldar 645 day 0.55 354.75
TOTAL 5074.54
TOTAL 5125.29
TOTAL 5845.39
TOTAL 6722.2
Say 3086.1
9.20.2 core
30 mmof thick
blockincluding
board construction
ISI markedwith frame
Stainless of 1st
Steel class
butt hardwith
hinges wood and wellscrews
necessary matched teak 3 ply
MATERIAL
LABOUR
114 Beldar 645 day 0.55 354.75
TOTAL 4634.54
TOTAL 4680.89
TOTAL 5338.56
TOTAL 6139.34
Say 2818.5
9.20.3 core
25 mmof thick
block(for
board construction
cupboard) withISI
including frame of 1st
marked classplated
nickel hard wood
brightand well matched
finished teak
M.S. Piano 3 plyIS :
hinges
Code 3818 marked
Description with necessary screws Rate Unit Qty Total
MATERIAL
Fittings-For a door 2.2x1.0m = 2.20 sqm.
608 Nickel plated mild steel piono hinges 1 mm thick 25 mm 39 metre 4.4 171.6
wide
639 Bright finished or black enamelled mild steel screws 25 40 100 Nos 1.25 50
mm
LABOUR
114 Beldar 645 day 0.55 354.75
TOTAL 4131.14
TOTAL 4172.45
TOTAL 4758.68
TOTAL 5472.48
Say 2512.35
9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative
9.21.1 type,
35 mm core of including
thick block board construction
ISI marked withSteel
Stainless frame of 1st
butt classwith
hinges hard wood and
necessary well matched
screws
MATERIAL
717 Block board construction flush door with commercial ply 1000 sqm 2.2 2200
LABOUR
114 Beldar 645 day 0.55 354.75
TOTAL 3314.54
TOTAL 3347.69
TOTAL 3818.04
TOTAL 4390.75
Say 2015.75
9.21.2 type,
30 mm core of including
ISI marked withSteel
Stainless frame of 1st
butt classwith
hinges hard wood and
necessary well matched
screws
MATERIAL
LABOUR
114 Beldar 645 day 0.55 354.75
TOTAL 3094.54
TOTAL 3125.49
TOTAL 3564.62
TOTAL 4099.31
Say 1881.95
9.21.3 type,
25 mm core of (for
cupboard) with
including ISI framenickel
marked of 1stplated
class hard wood
bright and M.S.
finished well matched
piano hinges with
Code necessary
Description screws Rate Unit Qty Total
MATERIAL
608 Nickel plated mild steel piono hinges 1 mm thick 25 mm 39 metre 4.4 171.6
wide
mm
LABOUR
114 Beldar 645 day 0.55 354.75
TOTAL 3009.14
TOTAL 3039.23
TOTAL 3466.24
TOTAL 3986.18
Say 1830
9.22 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI
9.22.1 marked
On flushonly
one side door shutters conforming to IS: 2202 (Part I)
7307 For flush door shutters Extra for providing teak 305 sqm 1 305
veneering on one side instead of commercial veneering
TOTAL 305
TOTAL 308.05
TOTAL 351.33
TOTAL 404.03
Say 408.05
9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of
Code flush door shutters (over all area of door shutter to be measured).
Details of cost for 1 sqm. of door area
752 Block board construction flush door lipping 300 sqm of 1 300
door
area
TOTAL 300
TOTAL 303
TOTAL 345.57
TOTAL 397.41
Say 401.4
9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass
9.24.1 excluded) (overall
Rectangular area of door shutter to be measured):
or square
753 Square vision panel (upto 0.10 sqm) in Block board 130 sqm of 1 130
construction flush door door
area
TOTAL 130
TOTAL 131.3
TOTAL 149.75
TOTAL 172.21
Say 173.95
9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass
9.24.2 excluded) (overall area of door shutter to be measured):
Circular
754 Circular vision panel (upto 0.10 sqm) in Block board 135 sqm of 1 135
construction flush door door
area
TOTAL 135
TOTAL 136.35
TOTAL 155.51
TOTAL 178.84
Say 180.65
9.25 Extra if louvers (not exceeding 0.2 sqm) are provided in flush door shutters (overall area of door
9.25.1 shutters to type
Decorative be measured).
door
755 Decorative type louvers in Block board construction flush 265 sqm of 1 265
door door
area
TOTAL 265
TOTAL 267.65
TOTAL 305.25
TOTAL 351.04
Say 354.55
9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured).
757 Rebate cutting in Block board construction flush door 70 sqm of 1 70
door
area
TOTAL 70
TOTAL 70.7
TOTAL 80.63
TOTAL 92.72
Say 93.65
9.27 Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of
9.27.1 aperture
35 1.4 shutters
mm thick mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory
9.27.1.1.1 Second class teak wood
Details of cost for door shutters 2.00x1.08m = 2.16 sqm.
MATERIAL
Top Rail - 1x110.5x9.5x3.5cm = 0.0036cum+
Lock and bottom rail
2x110.5x19.7x3.5cm = 0.0152 cum.+
Beadings - (2x312+2x150)x(1.2)x(1.2)cm = 0.001 cum.
Total = 0.0464 cum.+

Total = 0.0514 cum. Say 51.4 cudm.
Wire gauge 2x160x40cm = 1.28 sqm.+ Add wastage @

10% = 0.13 sqm. Total = 1.41 sqm.
7029 Galvanised wire mesh of average width of aperture 1.4 250 sqm 1.41 352.5
mm and nominal dia. Of wire 0.63 mm
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 7010.3
TOTAL 7080.4
TOTAL 8075.2
TOTAL 9286.48
Cost of 2.16 sqm. 9379.34
Say 4342.3
9.27.1 aperture
35 1.4 shutters
9.27.1.1.2 Kiln seasoned and chemically treated hollock wood
MATERIAL
Hollock wood
2x110.5x19.7x3.5cm = 0.0152 cum.+
Beadings - (2x312+2x150)x(1.2)x
(1.2)cm = 0.001 cum.

10% = 0.13 sqm. Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5069.54
TOTAL 5120.24
TOTAL 5839.63
TOTAL 6715.57
Cost of 2.16 sqm. 6782.73
Say 3140.15
9.27.1 aperture
35 1.4 shutters
9.27.1.1.3 Kiln seasoned selected class of sheesham wood
MATERIAL
Sheesham wood
2x110.5x19.7x3.5cm = 0.0152 cum.+
Beadings - (2x312+2x150)x(1.2)x
(1.2)cm = 0.001 cum.
Total = 0.0514 cum.
Say 51.4 cudm.

10% = 0.13 sqm. Total = 1.41 sqm.
mm and nominal dia. of wire 0.63 mm
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6285.56
TOTAL 6348.42
TOTAL 7240.37
TOTAL 8326.43
Cost of 2.16 sqm. 8409.69
Say 3893.4
9.27.1 aperture
35 1.4 shutters
MATERIAL
Second class Teak wood
2x110.5x19.7x3.5cm = 0.0152 cum.+

Total = 0.0514 cum.
Say 51.4 cudm.

10% = 0.13 sqm. Total = 1.41 sqm.
marked

LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 7247.9
TOTAL 7320.38
TOTAL 8348.89
TOTAL 9601.22
Cost of 2.16 sqm. 9697.23
Say 4489.45
9.27.1 aperture
35 1.4 shutters
MATERIAL
Hollock wood
2x110.5x19.7x3.5cm = 0.0152 cum.+

Total = 0.0514 cum.
Say 51.4 cudm.

10% = 0.13 sqm. Total = 1.41 sqm.
marked

LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5307.14
TOTAL 5360.21
TOTAL 6113.32
TOTAL 7030.32
Cost of 2.16 sqm. 7100.62
Say 3287.3
9.27.1 aperture
35 1.4 shutters
MATERIAL
Sheesham wood
2x110.5x19.7x3.5cm = 0.0152 cum.+


10% = 0.13 sqm. Total = 1.41 sqm.
marked

LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6523.16
TOTAL 6588.39
TOTAL 7514.06
TOTAL 8641.17
Cost of 2.16 sqm. 8727.58
Say 4040.55
9.27.2 aperture
30 1.4 shutters
Details of cost for door shutters
2.00x1.08m = 2.16 sqm.
MATERIAL
Styles 4x209x9.5x3cm = 0.023 cum+
Top Rail - 1x110.5x9.5x3cm = 0.003cum+
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


Wire gauge 2x160x40cm = 1.28 sqm.+Add wastage @
10% = 0.13 sqm. Total = 1.41 sqm.
595 Bright finished or black enameled mild steel butt hinges 80 10 Nos 0.6 48
100x58x 1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6237.6
TOTAL 6299.98
TOTAL 7185.13
TOTAL 8262.9
Cost of 2.16 sqm. 8345.53
Say 3863.65
9.27.2 aperture
30 1.4 shutters
2.00x1.08m = 2.16 sqm.
MATERIAL
Hollock wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


10% = 0.13 sqm. Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 4576.25
TOTAL 4622.01
TOTAL 5271.4
TOTAL 6062.11
Cost of 2.16 sqm. 6122.73
Say 2834.6
9.27.2 aperture
30 1.4 shutters
2.00x1.08m = 2.16 sqm.
MATERIAL
Sheesham wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


10% = 0.13 sqm. Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5617.2
TOTAL 5673.37
TOTAL 6470.48
TOTAL 7441.05
Cost of 2.16 sqm. 7515.46
Say 3479.4
9.27.2 aperture
30 1.4 shutters
2.00x1.08m = 2.16 sqm.
MATERIAL
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


10% = 0.13 sqm. Total = 1.41 sqm.
marked
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6475.2
TOTAL 6539.95
TOTAL 7458.81
TOTAL 8577.63
Cost of 2.16 sqm. 8663.41
Say 4010.85
9.27.2 aperture
30 1.4 shutters
2.00x1.08m = 2.16 sqm.
MATERIAL
Hollock wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


10% = 0.13 sqm. Total = 1.41 sqm.
marked
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 4813.85
TOTAL 4861.99
TOTAL 5545.1
TOTAL 6376.87
Cost of 2.16 sqm. 6440.64
Say 2981.8
9.27.2 aperture
30 1.4 shutters
2.00x1.08m = 2.16 sqm.
MATERIAL
Sheesham wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


10% = 0.13 sqm. Total = 1.41 sqm.
marked
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5854.8
TOTAL 5913.35
TOTAL 6744.18
TOTAL 7755.81
Cost of 2.16 sqm. 7833.37
Say 3626.55
9.31 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per
9.31.1 TADS
35 mm15thick
:2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both
shutters
220x108cm = 2.38sqm.
MATERIAL
panels of galvanised wire gauge with average width of
aperture 1.4 mm on both directions with wire of dia 0.63
mm

LABOUR
114 Beldar 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 4770.99
TOTAL 4818.7
TOTAL 5495.73
TOTAL 6320.09
Cost of 2.38 sqm. 6383.29
Say 2682.05
9.31 Providing and fixing wire gauge laminated veneer lumber shutters conforming to IS : 14616, and as per
9.31.2 TADS
30 mm15thick
:2001 (Part B) using galvanised wire gauge with average width of aperture 1.4 mm in both
shutters
220x108cm = 2.38sqm.
MATERIAL
panels of galvanised wire gauge with average width of
aperture 1.4 mm on both directions with wire of dia 0.63
mm

LABOUR
114 Beldar 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 4318.79
TOTAL 4361.98
TOTAL 4974.84
TOTAL 5721.07
Cost of 2.38 sqm. 5778.28
Say 2427.85
9.4 Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs
9.40.1 and priming
2nd class teakcoat on unexposed surface etc. complete :
wood
9.40.1.1 50x12 mm
Details of cost for beading for a window of size
140x110cm i.e.
500cm long (5 metre)
MATERIAL
Teak wood IInd class in planks 500x5x1.2cm = 0.003
cum+

mm
Painting with priming coat Area = 500(5+1.2+1.2) = 0.37
sqm
LABOUR
For plaining, fixing and making design
TOTAL 721.51
(721.51 - 22.74) = 698.77
TOTAL 728.5
on (728.5 - 22.74) = 705.76 x 0.1405
TOTAL 827.66
except (A) i.e. on (827.66 - 22.74) = 804.92
TOTAL 948.4
22.74) = 925.66
Say 191.55
9.40.1 and priming
2nd coat
class teak on unexposed surface etc. complete :
wood
9.40.1.2 50 x 20 mm
Details of cost for beading of a window of size
140x110cm i.e.
500cm. long (5metre)
MATERIAL
Teak wood IInd class in planks 500x5x2.0cm = 0.005cum+


mm
Painting with priming coat Area = 500(5+2+2) = 0.45 sqm
LABOUR
TOTAL 900.85
(900.85 - 27.65) = 873.2
TOTAL 909.58
on (909.58 - 27.65) = 881.93 x 0.1405
TOTAL 1033.49
except (A) i.e. on (1033.49 - 27.65) = 1005.84
TOTAL 1184.37
(1184.37 - 27.65) = 1156.72
Say 239.2
9.40.2 and priming
Kiln seasonedcoat
andon unexposed
chemically surface
treated etc. complete
hollock wood :
9.40.2.1 50x12 mm
140x110cm i.e. 500cm long (5 metre)
MATERIAL
Hollock wood 500x5x1.2cm = 0.003 cum+

mm
Painting with priming coat Area = 500(5+1.2+1.2) = 0.37
sqm
LABOUR
TOTAL 595.69
(595.69 - 22.74) = 572.95
TOTAL 601.42
on (601.42 - 22.74) = 578.68 x 0.1405
TOTAL 682.72
Add 15 % for contractor's profit and overheads on all 99
except (A) i.e. on (682.72 - 22.74) = 659.98
TOTAL 781.72
- 22.74) = 758.98
Say 157.85
9.40.2 and priming
Kiln seasonedcoat
andon unexposed
chemically surface
treated etc. complete
hollock wood :
9.40.2.2 50x20 mm
140x110cm i.e. 500cm long (5 metre)
MATERIAL
Hollock wood 500x50x200mm = 0.005 cum +

mm
Painting with priming coat Area = 500(5+2+2) = 0.45 sqm
LABOUR
TOTAL 691.15
(691.15 - 27.65) = 663.5
TOTAL 697.79
on (697.79 - 27.65) = 670.14 x 0.1405
TOTAL 791.94
except (A) i.e. on (791.94 - 27.65) = 764.29
TOTAL 906.58
- 27.65) = 878.93
Say 183.05
9.41 Providing and fixing plain jaffri of 35x10 mm laths placed 35 mm apart (frames to be paid separately),
9.41.1 including
Second fixing
class 50x12
teak wood mm beading complete with :
Details of cost of a jaffri 200x110cm = 2.2sqm.
MATERIAL
Teakwood IInd class
Jaffri 210x120x1.0cm = 0.025cum.+
Beading 660x5x1.2cm = 0.004cum.
Total = 0.029 cum.+
2204 Carriage of Timber 187.35 cum 0.032 6

LABOUR
111 Carpenter 1st class 784 day 0.75 588
114 Beldar 645 day 0.5 322.5
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 4311.76
TOTAL 4354.88
TOTAL 4966.74
TOTAL 5711.75
Cost of 2.2 sqm. 5768.87
Say 2622.2
9.42 Providing and fixing 18 mm thick, 150 mm wide pelmet of flat pressed 3 layer or graded wood particle
Code board medium density grade I, IS : 3087 marked, including top
Description cover of 6Unit
Rate mm commercial
Qty ply Total
wood
Details of cost for a pelmet 2m long
MATERIAL
(i) 18mm thick particle board (medium density exterior
grade)
Front-1x1.7x0.15= 0.255sqm.+
Sides-2x0.15x0.15= 0.045sqm.
Total = 0.300sqm.+
Total = 0.315sqm. Say 0.32 sqm.
7055 Flat pressed 3 layer and graded particle board (medium 430 sqm 0.32 137.6
density) Grade 1 conforming to IS : 3087 - 18 mm thick
6mm thick commercial ply wood
Top-1x1.7x0.15= 0.255sqm.+
Add wastage @ 5% = 0.013 sqm. = 0.268 sqm. Say 0.27
sqm.
2412 Ply wood 5 ply with commercial ply on both faces 6 mm 306 sqm 0.27 82.62
thick
7034 Nickle plated M.S. pipe 20 mm dia. 72 metre 1.65 118.8
7035 Nickle plated M.S. Brackets for curtain rod 20 mm 7 each 2 14
9999 M.S. flat 25x3mm and 10cm long over brackets 2.12 L.S. 8.06 17.09

LABOUR
114 Beldar 645 day 0.18 116.1
130 Mistry 784 day 0.11 86.24
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 764.72
TOTAL 772.37
TOTAL 880.89
TOTAL 1013.02
Cost of 2 m 1023.15
Say 511.6
9.43 Providing and fixing 18 mm thick, 150 mm wide pelmet of coir veneer board ISI marked IS : 14842,
Code including top cover of 6 mm coir veneer board, nickle plated Rate
Description M.S. Pipe 20 mm dia.Qty
Unit (heavy type)
Total
MATERIAL
(i) 18mm thick Coir veneered board
Front-1x1.7x0.15= 0.255sqm.+
Sides-2x0.15x0.15= 0.045sqm.
Total = 0.300sqm.+
7556 Coir veneered board 18mm thick 930 sqm 0.32 297.6
6mm thick commercial ply wood
Top-1x1.7x0.15= 0.255sqm.+
Add wastage @ 5% = 0.013 sqm.
Total = 0.268 sqm. Say 0.27 sqm.
7553 Coir veneered board 6mm thick 350 sqm 0.27 94.5
7034 Nickle plated M.S. pipe 20 mm dia. 72 metre 1.65 118.8
9999 M.S. flat 25x3mm and 10cm long over brackets 2.12 L.S. 8.06 17.09

LABOUR
114 Beldar 645 day 0.18 116.1
130 Mistry 784 day 0.11 86.24
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 936.6
TOTAL 945.97
TOTAL 1078.88
TOTAL 1240.71
Cost of 2 m 1253.12
Say 626.55
9.44 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick
9.44.1 150mm
Non wide. veneer on both sides
decorative
MATERIAL
grade)
Front-1x1.7x0.15= 0.255sqm.+
Sides-2x0.15x0.15= 0.045sqm.
Total = 0.300sqm.+
347 Extra for veneered particle board with Commercial 155 sqm 0.32 49.6
veneering on both sides
TOTAL 49.6
TOTAL 50.1
TOTAL 57.14
TOTAL 65.71
Cost of 2m 66.37
Say 33.2
9.44 Extra for using veneered particle board conforming to IS 3097 Grade I, in item of pelmet 18mm thick
9.44.2 150mm board
Particle wide. with decorative veneering on both sides
MATERIAL
grade)
Front-1x1.7x0.15= 0.255sqm.+
Sides-2x0.15x0.15= 0.045sqm.
Total = 0.300sqm.+
348 Extra for veneered particle board with Teak veneering 500 sqm 0.32 160
on both sides
TOTAL 160
TOTAL 161.6
TOTAL 184.3
TOTAL 211.95
Cost of 2m 214.07
Say 107.05
9.45 Providing and fixing teak wood lipping of size 25x3 mm in pelmet.
MATERIAL
7049 Teak wood lipping of size 25x3 mm in pelmets 12 metre 10 120
LABOUR
114 Beldar 645 day 0.25 161.25
TOTAL 459.75
TOTAL 464.35
TOTAL 529.59
TOTAL 609.03
Say 61.5
9.46 Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two
9.46.1 chromium
12 mm dia plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever
Details of cost for 2m long
MATERIAL
590 Chromium plated Brass curtain rod 12 mm dia 1.25mm 185 metre 2 370
thick
7023 Chromium plated brackets ( curtain rods) 8 each 2 16
9999 C.P. brass screws 2.12 L.S. 4.03 8.54
9977 CARRIAGE 2.12 L.S. 1.56 3.31
458 PVC cleeves for screws 2 each 2 4
9999 LABOUR 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 410.95
TOTAL 415.06
TOTAL 473.38
TOTAL 544.39
Say 274.9
9.46.2 chromium
20 mm dia plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever
MATERIAL
thick
9977 CARRIAGE 2.12 L.S. 1.56 3.31
9999 LABOUR 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 560.95
TOTAL 566.56
TOTAL 646.16
TOTAL 743.08
Say 375.25
chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever
9.46.3 25 mm dia
MATERIAL
thick
9977 CARRIAGE 2.12 L.S. 1.56 3.31
9999 LABOUR 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 720.95
TOTAL 728.16
TOTAL 830.47
TOTAL 955.04
Say 482.3
9.47.1 20 mm dia (heavy type)
MATERIAL
7034 Nickle plated M.S. pipe 20 mm dia. 72 metre 2 144
9999 Screws 2.12 L.S. 4.03 8.54
9999 CARRIAGE 2.12 L.S. 1.56 3.31
9999 Labour including fixing rawl plug 2.12 L.S. 5.2 11.02
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 228.18
TOTAL 230.46
TOTAL 262.84
TOTAL 302.27
Say 152.65
9.47.2 25 mm dia (heavy type)
MATERIAL
7033 Nickel plated M.S. pipe 25mm dia 76 metre 2 152
9999 Screws 2.12 L.S. 4.03 8.54
9999 CARRIAGE 2.12 L.S. 1.56 3.31
9999 Labour including fixing rawl plug 2.12 L.S. 5.2 11.02
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 238.18
TOTAL 240.56
TOTAL 274.36
TOTAL 315.51
Say 159.35
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or
9.48.1 roundto
Fixed bars etc.
steel including
windows bypriming
weldingcoat with approved steel primer all complete.
Grill size 90x120cm = 1.08sqm.
MATERIAL
M.S. bar 16mm dia. metre- 11x86cm = 9.46m.
@ 1.58kg/m = 14.95kg+
Total = 16.45kg. Say 0.165q
1003 Mild steel round bar above 12 mm dia 4750 quintal 0.165 783.75
M.S. flat 25x3.15mm
2x120cm = 2.40m+
2x90cm = 1.80m+
1x120cm = 1.20m+
2x15cm = 0.30m
Total =5.70m
5.70m @ 0.63kg/m = 3.59kg+
Total = 3.95kg. Say 4 kg. or 0.04q
1008 Flats upto 10 mm in thickness 4850 quintal 0.04 194
0.165 + 0.04 = 0.205 q = 0.0205 t
Say 0.02 tonne
9999 Sundries 2.12 L.S. 26.91 57.05
9999 Welding charges 2.12 L.S. 19.76 41.89
Priming coat:
Area=1x0.9x1.2x1=1.08 sqm
13.50.3 Rate as per Item No.13.50.3 of SH: Finishing 55.5 sqm 1.08 59.94
LABOUR
114 Beldar 645 day 1.1 709.5
TOTAL 2523.28
(2523.28 - 59.94) = 2463.34
TOTAL 2547.91
on (2547.91 - 59.94) = 2487.97 x 0.1405
TOTAL 2897.47
except (A) i.e. on (2897.47 - 59.94) = 2837.53
TOTAL 3323.1
- 59.94) = 3263.16
Cost for 18.54 kg. 3355.73
Cost for 1 kg. 181
Say 181
9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or
9.48.2 roundto
Fixed bars etc. including
openings /woodenpriming
framescoat with
with rawlapproved steeletc.
plugs screws primer all complete.
Grill size 90x120cm = 1.08sqm.
MATERIAL
M.S. bar 16mm dia. metre- 11x86cm = 9.46m.
@ 1.58kg/m = 14.95kg+
Total = 16.45kg. Say 0.165q
M.S. flat 25x3.15mm
2x120cm = 2.40m+
2x90cm = 1.80m+
1x120cm = 1.20m+
2x15cm = 0.30m
Total =5.70m
5.70m @ 0.63kg/m = 3.59kg+
Total = 3.95kg. Say 4 kg. or 0.04q
0.165 + 0.04 = 0.205 q = 0.0205 t
Say 0.02 tonne
9999 Sundries 2.12 L.S. 26.91 57.05
9999 Welding charges 2.12 L.S. 19.76 41.89
Priming coat:
Area=1x0.9x1.2x1=1.08 sqm
13.50.3 Rate as per Item No.13.50.3 of SH:Finishing 55.5 sqm 1.08 59.94
LABOUR
114 Beldar 645 day 1.1 709.5
9999 Fixing of rawl plugs 2.12 L.S. 26 55.12
TOTAL 2754.4
(2754.4 - 59.94) = 2694.46
TOTAL 2781.34
on (2781.34 - 59.94) = 2721.4 x 0.1405
TOTAL 3163.7
except (A) i.e. on (3163.7 - 59.94) = 3103.76
TOTAL 3629.26
(3629.26 - 59.94) = 3569.32
Cost for 18.54 kg. 3664.95
Cost for 1 kg. 197.68
Say 197.7
9.49 Providing and fixing expanded metal 20x60 mm strands 3.25 mm wide and 1.6mm thick for windows
Code etc. including 62 x19 mm beading of II nd class teak wood and
Description priming coat
Rate Unitwith approved
Qty steel
Total
Details of cost for a window of size 140x110cm
=1.54sqm.
MATERIAL
Expended metal -20x60mm mesh 3.2mm wide =
1.4x1.1m = 1.54sqm.+
Total = 1.69 sqm.
1015 Mild steel expanded metal 20x60 mm strands 280 sqm 1.69 473.2
9977 Carriage 2.12 L.S. 1.82 3.86
Priming coat
Area=1.40x1.10x1.00=1.54sqm
13.50.3 Rate as per Item No.13.50.3 of SH: FINISHING 55.5 sqm 1.54 85.47
Second class teak wood beading
5mx62mmx19mm = 0.0059cum.
Add wastage @ 10% = 0.00059cum.
Total = 0.00649cum. Say 6 cudm.

LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 1492.17
(1492.17 - 85.47) = 1406.7
TOTAL 1506.24
on (1506.24 - 85.47) = 1420.77 x 0.1405
TOTAL 1705.86
except (A) i.e. on (1705.86 - 85.47) = 1620.39
TOTAL 1948.92
(1948.92 - 85.47) = 1863.45
Cost of 1.54 sqm. 1967.55
Say 1277.65
9.5 Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per
Code sqm to window frames etc. including 62x19 mm beading of second
Description Rate classUnit
teak woodQtyand priming coat
Total
=1.54sqm.
MATERIAL
Hard drawn steel wire fabric -20x60mm mesh 3.2mm
wide =
1.4x1.1m = 1.54sqm.+
Total = 1.69 sqm.
1021 Hard drawn steel wire fabric 430 sqm 1.69 726.7
9977 Carriage of wire fabric 2.12 L.S. 1.82 3.86
Priming coat
Area=1.40x1.10x1.00=1.54sqm
13.50.3 Rate as per Item No.13.50.3 of SH:FINISHING 55.5 sqm 1.54 85.47

LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 1730.51
(1730.51 - 85.47) = 1645.04
TOTAL 1746.96
on (1746.96 - 85.47) = 1661.49 x 0.1405
TOTAL 1980.4
except (A) i.e. on (1980.4 - 85.47) = 1894.93
TOTAL 2264.64
(2264.64 - 85.47) = 2179.17
Cost of 1.54 sqm. 2286.43
Say 1484.7
9.51 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using
9.51.1 wire gauge
With withteak
2nd class average
woodwidth of aperture
beading 62X19 mm1.4 mm in both directions with wire of dia 0.63 mm all
=1.54sqm.
MATERIAL
Wire gauze -20x60mm mesh 3.2mm wide = 1.4x1.1m =
1.54sqm.+
Total = 1.69 sqm.

LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 1340.84
TOTAL 1354.25
TOTAL 1544.52
TOTAL 1776.2
Cost of 1.54 sqm. 1793.96
Say 1164.9
9.51 Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using
9.51.2 wire gauge
With 12 mmwithmildaverage
steel U width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all
beading
=1.54sqm.
MATERIAL
1.54sqm.+
Total = 1.69 sqm.
7349 12 mm M.S. 'U' beading 14 metre 5 70
LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 935.12
TOTAL 944.47
TOTAL 1077.17
TOTAL 1238.75
Cost of 1.54 sqm. 1251.14
Say 812.45
9.52 Deduct for fixing 75x25 mm hard drawn steel wire fabric of weight not less than 7.75 Kg per sqm in
Code panelled and glazed door and window shutter instead of glass
Description sheet 4 mm
Rate thick. Qty
Unit Total
MATERIAL
1021 Hard drawn steel wire fabric 430 sqm 1 430
Difference of cost
TOTAL 121
TOTAL 122.21
TOTAL 139.38
TOTAL 160.29
Extra cost for 1 sqm. 161.89
Say 161.9
9.53 Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts,
Code nuts and wooden plugs and embedding in cement concrete block
Description Rate 30x10x15cm
Unit 1:3:6Qtymix (1 cement
Total : 3
Details of cost for 1 hold fast
MATERIAL
M.S.flat 40x5mm 40cm long @ 1.68 kg/m = 0.672 kg =
0.0067 qunital
9977 Carriage of steel 2.12 L.S. 1.82 3.86
30x10x15cm= 0.0045cum.+
Total = 0.00495cum. Say 0.005cum.
4.2.5 Rate as per item no 4.2.5 of SH : Concrete work 8843.45 cum 0.005 44.22
9999 Bolts and nuts 2.12 L.S. 5.46 11.58
LABOUR
114 Beldar 645 day 0.03 19.35
TOTAL 156.45
(156.45 - 44.22) = 112.23
TOTAL 157.57
on (157.57 - 44.22) = 113.35 x 0.1405
TOTAL 173.5
except (A) i.e. on (173.5 - 44.22) = 129.28
TOTAL 192.89
- 44.22) = 148.67
Cost for 1 no 194.38
Say 194.4
9.54 Providing beams including hoisting, fixing in position and applying wood preservative for the
9.54.1 unexposed
Sal wood surfaces, etc. complete with :
Details of cost for a beam 450x30x15cm = 0.203cum. or
203cudm.
MATERIAL
Sal wood = 203 cudm.+
Add wastage @ 2% = 4.06cudm.
Total = 207.06cudm. Say 207.1 cudm.

Priming coat (wood preservative)
13.57.1 Rate as per item no 13.57.1 SH : Finishing 47.1 sqm 0.54 25.43
LABOUR
114 Beldar 645 day 1.45 935.25
100 Bandhani 714 day 0.7 499.8
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 14482.13
(14482.13 - 25.43) = 14456.7
TOTAL 14626.7
on (14626.7 - 25.43) = 14601.27 x 0.1405
TOTAL 16678.18
except (A) i.e. on (16678.18 - 25.43) = 16652.75
TOTAL 19176.09
(19176.09 - 25.43) = 19150.66
Cost for 203 cudm. 19367.6
Say 95406.9
9.54 Providing beams including hoisting, fixing in position and applying wood preservative for the
9.54.2 unexposed
Hollock woodsurfaces, etc. complete with :
Details of cost for a beam 450x30x15cm = 0.203cum. or
203cudm.
MATERIAL
Hollock wood = 203 cudm.+
Add wastage @ 2% = 4.06cudm.
Total = 207.06cudm. Say 207.1 cudm.

Priming coat (wood preservative)
LABOUR
114 Beldar 645 day 1.45 935.25
100 Bandhani 714 day 0.7 499.8
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 9449.58
(9449.58 - 25.43) = 9424.15
TOTAL 9543.82
on (9543.82 - 25.43) = 9518.39 x 0.1405
TOTAL 10881.15
except (A) i.e. on (10881.15 - 25.43) = 10855.72
TOTAL 12509.51
(12509.51 - 25.43) = 12484.08
Cost for 203 cudm. 12634.35
Cost of 1 cum. 62238.18
Say 62238.2
9.55 Providing and fixing ISI marked M.S. pressed butt hinges bright finished with necessary screws etc.
9.55.1 complete : mm
125x65x2.12
Details of cost for ten hinges
MATERIAL
594 Bright finished or black enamelled mild steel butt hinges 135 10 Nos 1 135
125x65x2.12 mm
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 358.8
TOTAL 362.39
TOTAL 413.31
TOTAL 475.31
Cost of 1 no 48.01
Say 48
100x58x1.90
MATERIAL
595 Bright finished or black enamelled mild steel butt hinges 80 10 Nos 1 80
100x58x1.90 mm
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 291.8
TOTAL 294.72
TOTAL 336.13
TOTAL 386.55
Cost of 1 no 39.04
Say 39.05
75x47x1.70
MATERIAL
596 Bright finished or black enamelled mild steel butt 56 10 Nos 1 56
hinges75x47x1.70 mm
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 244.87
TOTAL 247.32
TOTAL 282.07
TOTAL 324.38
Cost of 1 no 32.76
Say 32.75
50x37x1.50
MATERIAL
597 Bright finished or black enamelled mild steel butt 49 10 Nos 1 49
hinges50x37x1.50 mm
mm
LABOUR
TOTAL 122.05
TOTAL 123.27
TOTAL 140.59
TOTAL 161.68
Cost of 1 no 16.33
Say 16.35
9.56 Providing and fixing ISI marked, IS : 1341, M.S. heavy weight butt hinges with necessary screws etc.
125x90x4.00
MATERIAL
8222 M.S. heavy weight but hinges 125x90x4.0mm IS : 1341 230 10 Nos 1 230
marked.
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 453.8
TOTAL 458.34
TOTAL 522.74
TOTAL 601.15
Cost of 1 no 60.72
Say 60.7
100x75x3.50
MATERIAL
8223 M.S. heavy weight butt hinges 100x75x3.5 mm IS: 1341 180 10 Nos 1 180
marked
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 391.8
TOTAL 395.72
TOTAL 451.32
TOTAL 519.02
Cost of 1 no 52.42
Say 52.4
75x60x3.10
MATERIAL
8224 M.S. heavy weight butt hinges 75x60x3.1 mm IS: 1341 110 10 Nos 1 110
marked
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 298.87
TOTAL 301.86
TOTAL 344.27
TOTAL 395.91
Cost of 1 no 39.99
Say 40
50x40x2.50
MATERIAL
8225 M.S. heavy weight butt hinges 50x40x2.5 mm IS : 1341 90 10 Nos 1 90
marked
mm
LABOUR
TOTAL 163.05
TOTAL 164.68
TOTAL 187.82
TOTAL 215.99
Cost of 1 no 21.82
Say 21.8
9.57 Providing and fixing ISI marked oxidised M.S. pressed butt hinges with necessary screws etc. complete.
9.57.1 125x65x2.12 mm
MATERIAL
642 Oxidised mild steel butt hinges 125x65x2.12 mm 125 10 Nos 1 125
682 Oxidised mild steel screws 50 mm 76 100 Nos 0.8 60.8

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 351.53
TOTAL 355.05
TOTAL 404.93
TOTAL 465.67
Cost of 1 no 47.03
Say 47.05
9.57.2 100x58x1.90 mm
MATERIAL
643 Oxidised mild steel butt hinges 100x58x1.90 mm 90 10 Nos 1 90

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 303.4
TOTAL 306.43
TOTAL 349.48
TOTAL 401.9
Cost of 1 no 40.59
Say 40.6
9.57.3 75x47x1.70 mm
MATERIAL
644 Oxidised mild steel butt hinges75x47x1.70 mm 65 10 Nos 1 65

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 256.27
TOTAL 258.83
TOTAL 295.2
TOTAL 339.48
Cost of 1 no 34.29
Say 34.3
9.57.4 50x37x1.50 mm
MATERIAL
645 Oxidised mild steel butt hinges50x37x1.50 mm 55 10 Nos 1 55

LABOUR
TOTAL 126.85
TOTAL 128.12
TOTAL 146.12
TOTAL 168.04
Cost of 1 no 16.97
Say 16.95
9.58 Providing and fixing ISI marked oxidised M.S. pressed Parliamentary hinges with necessary screws etc.
9.58.1 complete :
150x125x27x2.80 mm
MATERIAL
646 Oxidised mild steel parliamentary hinges 335 10 Nos 1 335
150x125x27x2.8 mm
LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 580.65
TOTAL 586.46
TOTAL 668.86
TOTAL 769.19
Cost of 1 no 77.69
Say 77.7
9.58.2 complete :
125x125x27x2.80 mm
MATERIAL
125x125x27x2.8 mm

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 545.65
TOTAL 551.11
TOTAL 628.54
TOTAL 722.82
Cost of 1 no 73.01
Say 73
9.58.3 complete :
100x125x27x2.80 mm
MATERIAL
100x125x27x2.8 mm

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 480.65
TOTAL 485.46
TOTAL 553.67
TOTAL 636.72
Cost of 1 no 64.31
Say 64.3
9.58.4 complete :
75x100x20x2.24 mm
MATERIAL
75x100x20x2.24 mm

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 425.45
TOTAL 429.7
TOTAL 490.07
TOTAL 563.58
Cost of 1 no 56.92
Say 56.9
9.59 Providing and fixing ISI marked oxidised M.S. single acting spring hinges with necessary screws etc.
9.59.1 complete
150 mm :
MATERIAL
650 Oxidised mild steel single acting spring hinges 150 mm 140 each 10 1400

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 1881.19
TOTAL 1900
TOTAL 2166.95
TOTAL 2491.99
Cost of 10 nos. 2516.91
Cost of 1 no 251.69
Say 251.7
9.59.2 complete
125 mm :
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 1681.19
TOTAL 1698
TOTAL 1936.57
TOTAL 2227.06
Cost of 10 nos. 2249.33
Cost of 1 no 224.93
Say 224.95
9.59.3 complete
100 mm :
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 1469.99
TOTAL 1484.69
TOTAL 1693.29
TOTAL 1947.28
Cost of 10 nos. 1966.75
Cost of 1 no 196.68
Say 196.65
9.6 Providing and fixing oxidised M.S. double acting spring hinges with necessary screws etc. complete.
9.60.1 150 mm
MATERIAL
653 Oxidised mild steel double acting spring hinges 150 mm 160 each 10 1600

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 2081.19
TOTAL 2102
TOTAL 2397.33
TOTAL 2756.93
Cost of 1 no 278.45
Say 278.45
9.60.2 125 mm
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 1881.19
TOTAL 1900
TOTAL 2166.95
TOTAL 2491.99
Cost of 10 nos. 2516.91
Cost of 1 no 251.69
Say 251.7
9.60.3 100 mm
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 1669.99
TOTAL 1686.69
TOTAL 1923.67
TOTAL 2212.22
Cost of 10 nos. 2234.34
Cost of 1 no 223.43
Say 223.45
9.61 Providing M.S. Piano hinges ISI marked IS : 3818 finished with nickel plating and fixing with necessary
9.61.1 screws etc.,
Overall widthcomplete.
35 mm
MATERIAL
wide

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 211.47
TOTAL 213.58
TOTAL 243.59
TOTAL 280.13
Say 282.95
9.61.2 screws etc.,
50 mm
MATERIAL
7485 Oxidised M. S. hinges finished with nickel plating 50 mm 40 metre 1 40
(Over all width)

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 211.47
TOTAL 213.58
TOTAL 243.59
TOTAL 280.13
Say 282.95
9.61.3 screws etc.,
65 mm
MATERIAL
7486 Oxidised M. S. hinges finished with nickel plating 65 mm 52 metre 1 52
(Over all width)

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 223.47
TOTAL 225.7
TOTAL 257.41
TOTAL 296.02
Say 299
9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
9.62.1 300x16 mm
MATERIAL
660 Oxidised mild steel sliding door bolt 300x16 mm 90 each 10 900
641 Bright finished or black enamelled mild steel bolts and 5 each 40 200
nuts 50x6 mm
9988 Carriage of materials & sundries 2.12 L.S. 6.37 13.5
LABOUR
TOTAL 1349.6
TOTAL 1363.1
TOTAL 1554.62
TOTAL 1787.81
Cost of 10 nos. 1805.69
Cost of 1 no. 180.57
Say 180.55
9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete :
9.62.2 250x16 mm
MATERIAL
661 Oxidised mild steel sliding door bolt 250x16 mm 80 each 10 800
7040 Oxidised mild steel screws 35 mm 48 100 Nos 1 48
641 Bright finished or black enamelled mild steel bolts and 5 each 40 200
nuts 50x6 mm
LABOUR
TOTAL 1240
TOTAL 1252.4
TOTAL 1428.36
TOTAL 1642.61
Cost of 10 nos. 1659.04
Cost of 1 no. 165.9
Say 165.9
9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary
9.63.1 screws etc.
250x10 mmcomplete :
MATERIAL
664 Oxidised mild steel tower bolt (barrel type) 250x10 mm 43 each 10 430

LABOUR
TOTAL 558.12
TOTAL 563.7
TOTAL 642.9
TOTAL 739.34
Cost of 1 no. 74.67
Say 74.65
9.63.2 screws etc.
200x10 mmcomplete :
MATERIAL

LABOUR
TOTAL 456.39
TOTAL 460.95
TOTAL 525.71
TOTAL 604.57
Cost of 1 no. 61.06
Say 61.05
9.63.3 screws etc.
150x10 mmcomplete :
MATERIAL

LABOUR
TOTAL 396.59
TOTAL 400.56
TOTAL 456.84
TOTAL 525.37
Cost of 1 no. 53.06
Say 53.05
9.63.4 screws etc.
100x10 mmcomplete :
MATERIAL

LABOUR
TOTAL 292.31
TOTAL 295.23
TOTAL 336.71
TOTAL 387.22
Cost of 1 no. 39.11
Say 39.1
9.64 Providing and fixing ISI marked 85x42 mm oxidised M.S. pull bolt lock conforming to IS : 7534 with
Code necessary screws bolts, nut and washers etc. complete.
MATERIAL
2449 Oxidised mild steel pull bolt lock (locking bolt) of size 85 62 each 10 620
mm x 42 mm with screws,bolts,nuts and washers
complete
LABOUR
TOTAL 812
TOTAL 820.12
TOTAL 935.35
TOTAL 1075.65
Cost of 10 nos. 1086.41
Say 108.65
9.65 Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930 with screws etc.
9.65.1 complete :mm
300x20x6
MATERIAL
662 Oxidised mild steel door latch 300x20x6 mm 49 each 10 490

LABOUR
TOTAL 615.8
TOTAL 621.96
TOTAL 709.35
TOTAL 815.75
Cost of 1 no. 82.39
Say 82.4
9.65 Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930 with screws etc.
9.65.2 complete :mm
250x20x6
MATERIAL
663 Oxidised mild steel door latch 250x20x6 mm 39 each 10 390

LABOUR
TOTAL 515.8
TOTAL 520.96
TOTAL 594.15
TOTAL 683.27
Cost of 1 no. 69.01
Say 69
9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws
9.66.1 etc. mm
125 complete :
MATERIAL
668 Oxidised mild steel handles 125 mm 20 each 10 200

LABOUR
TOTAL 263.03
TOTAL 265.66
TOTAL 302.99
TOTAL 348.44
Cost of 1 no. 35.19
Say 35.2
9.66.2 etc. mm
100 complete :
MATERIAL
669 Oxidised mild steel handles 100 mm 15 each 10 150

LABOUR
TOTAL 211.1
TOTAL 213.21
TOTAL 243.17
TOTAL 279.65
Cost of 1 no. 28.25
Say 28.25
etc. complete :
9.66.3 75 mm
MATERIAL
670 Oxidised mild steel handles75 mm 12 each 10 120

LABOUR
TOTAL 181.1
TOTAL 182.91
TOTAL 208.61
TOTAL 239.9
Cost of 1 no. 24.23
Say 24.25
9.67 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary
9.67.1 screws
150 mmetc. complete :
MATERIAL
679 Oxidised mild steel hasps and staples (safety type) 150 128 10 Nos 1 128
mm

LABOUR
TOTAL 217.78
TOTAL 219.96
TOTAL 250.86
TOTAL 288.49
Cost of 1 no. 29.14
Say 29.15
9.67.2 screws
115 mmetc. complete :
MATERIAL
mm

LABOUR
TOTAL 194.18
TOTAL 196.12
TOTAL 223.67
TOTAL 257.22
Cost of 1 no. 25.98
Say 26
9.67.3 screws
90 mm etc. complete :
MATERIAL
mm

LABOUR
TOTAL 165.18
TOTAL 166.83
TOTAL 190.27
TOTAL 218.81
Cost of 10 nos. 221
Cost of 1 no. 22.1
Say 22.1
9.68 Providing and fixing oxidised M.S. casement stays (straight peg type) with necessary screws etc.
9.68.1 complete.
300 mm weighing not less than 200 grams
MATERIAL
7063 Oxidised M.S.casement stay (straight peg type) 300 mm 35 each 10 350
not less than 0.20 kg

LABOUR
TOTAL 442.93
TOTAL 447.36
TOTAL 510.21
TOTAL 586.74
Cost of 1 no. 59.26
Say 59.25
9.68.2 complete.
MATERIAL

LABOUR
TOTAL 387.73
TOTAL 391.61
TOTAL 446.63
TOTAL 513.62
Cost of 1 no. 51.88
Say 51.9
9.68.3 complete.
MATERIAL

LABOUR
TOTAL 337.73
TOTAL 341.11
TOTAL 389.04
TOTAL 447.4
Cost of 1 no. 45.19
Say 45.2
9.69 Providing and fixing oxidised M.S. Safety chain with necessary fixtures for doors, (weighting not less
Code than 450 gms)
MATERIAL
7184 Oxidised M.S. safety chain (weighing not less than 450 57 each 10 570
gms) for door

LABOUR
TOTAL 664.93
TOTAL 671.58
TOTAL 765.94
TOTAL 880.83
Cost of 1 no. 88.96
Say 88.95
9.7 Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc.
125x64x1.90
MATERIAL
8215 Stainless steel butt hinges 125x64x1.9 mm IS : 12817 310 10 Nos 1 310
marked

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 713.8
TOTAL 720.94
TOTAL 822.23
TOTAL 945.56
Cost of 1 no 95.5
Say 95.5
100X58X1.90
MATERIAL
marked

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 643.8
TOTAL 650.24
TOTAL 741.6
TOTAL 852.84
Cost of 1 no 86.14
Say 86.15
75x47x1.80
MATERIAL
marked

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 479.87
TOTAL 484.67
TOTAL 552.77
TOTAL 635.69
Cost of 1 no 64.21
Say 64.2
50x37x1.50
MATERIAL
marked

LABOUR
TOTAL 269.05
TOTAL 271.74
TOTAL 309.92
TOTAL 356.41
Cost of 1 no 36
Say 36
9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel
9.71.1 screws etc. complete
125x64x2.50 mm :
MATERIAL
8219 Stainless steel butt hinges (heavy weight) 125x64x2.5 375 10 Nos 1 375

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 778.8
TOTAL 786.59
TOTAL 897.11
TOTAL 1031.68
Cost of 10 nos. 1042
Cost of 1 no 104.2
Say 104.2
100x60x2.50 mm :
MATERIAL
8220 Stainless steel butt hinges (heavy weight) 100x60x2.5 275 10 Nos 1 275

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 638.8
TOTAL 645.19
TOTAL 735.84
TOTAL 846.22
Cost of 1 no 85.47
Say 85.45
75x50x2.50 mm :
MATERIAL
8221 Stainless steel butt hinges (heavy weight) 75x50x2.5 mm 230 10 Nos 1 230
IS : 12817 marked

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 529.87
TOTAL 535.17
TOTAL 610.36
TOTAL 701.91
Cost of 1 no 70.89
Say 70.9
9.72 Providing and fixing bright finished brass butt hinges with necessary screws etc. complete :
9.72.1 125x85x5.5 mm (heavy type)
MATERIAL
382 Brass butt hinges (heavy type) : 125x85x5.5 mm (0.70kg) 1309 10 Nos 1 1309
449 Brass screws 50 mm 220 100 Nos 1 220

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 1710.98
TOTAL 1728.09
TOTAL 1970.89
TOTAL 2266.52
Say 228.9
9.72.2 125x70x4 mm (ordinary type)
MATERIAL
378 Brass butt hinges (light/ordinary type) : 125x70x4 mm 775 10 Nos 1 775

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 1176.98
TOTAL 1188.75
TOTAL 1355.77
TOTAL 1559.14
Say 157.45
9.72.3 100x85x5.5 mm (heavy type)
MATERIAL
383 Brass butt hinges (heavy type) : 100x85x5.5 mm (0.56 kg) 997 10 Nos 1 997
450 Brass screws 40 mm 170 100 Nos 0.8 136

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 1313.05
TOTAL 1326.18
TOTAL 1512.51
TOTAL 1739.39
Say 175.7
9.72.4 100x70x4 mm (ordinary type)
MATERIAL
379 Brass butt hinges (light/ordinary type) : 100x70x4 mm 625 10 Nos 1 625

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 941.05
TOTAL 950.46
TOTAL 1084
TOTAL 1246.6
Say 125.9
9.72.5 75x65x4 mm (heavy type)
MATERIAL
384 Brass butt hinges (heavy type) : 75x65x4.0 mm(0.20 kg) 838 10 Nos 1 838

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 1102.05
TOTAL 1113.07
TOTAL 1269.46
TOTAL 1459.88
Say 147.45
9.72.6 75x40x2.5 mm (ordinary type)
MATERIAL
380 Brass butt hinges (light/ordinary type) : 75x40x2.5 mm 380 10 Nos 1 380

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 644.05
TOTAL 650.49
TOTAL 741.88
TOTAL 853.16
Cost of 1 no. 86.17
Say 86.15
9.72.7 50x40x2.5 mm (ordinary type)
MATERIAL
381 Brass butt hinges (light/ordinary type) : 50x40x2.5 mm 155 10 Nos 1 155

LABOUR
TOTAL 259.58
TOTAL 262.18
TOTAL 299.02
TOTAL 343.87
Cost of 1 no. 34.73
Say 34.75
9.73 Providing and fixing bright finished brass parliamentary hinges with necessary screws etc. complete :
9.73.1 150x125x27x5 mm
MATERIAL
385 Brass parliamentary hinges 150x125x27x5 mm 2610 10 Nos 1 2610

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 2951.85
TOTAL 2981.37
TOTAL 3400.25
TOTAL 3910.29
Cost of 10 nos. 3949.39
Cost of 1 no 394.94
Say 394.95
9.73.2 125x125x27x5 mm
MATERIAL

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 2641.85
TOTAL 2668.27
TOTAL 3043.16
TOTAL 3499.63
Cost of 10 nos. 3534.63
Cost of 1 no 353.46
Say 353.45
9.73.3 100x125x27x5 mm
MATERIAL

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 2431.85
TOTAL 2456.17
TOTAL 2801.26
TOTAL 3221.45
Cost of 10 nos. 3253.66
Cost of 1 no 325.37
Say 325.35
9.73.4 75x100x20x3.2 mm
MATERIAL
388 Brass parliamentary hinges 75x100x20x3.2 mm 1870 10 Nos 1 1870

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 2159.85
TOTAL 2181.45
TOTAL 2487.94
TOTAL 2861.13
Cost of 10 nos. 2889.74
Cost of 1 no 288.97
Say 288.95
9.74 Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc.
9.74.1 complete
250x10 mm :
MATERIAL
400 Brass tower bolt (barrel type) 250x10 mm 257 each 10 2570

LABOUR
TOTAL 2798.05
TOTAL 2826.03
TOTAL 3223.09
TOTAL 3706.55
Cost of 10 nos. 3743.62
Cost of 1 no 374.36
Say 374.35
9.74.2 complete
200x10 mm :
MATERIAL

LABOUR
TOTAL 2246.19
TOTAL 2268.65
TOTAL 2587.4
TOTAL 2975.51
Cost of 10 nos. 3005.27
Cost of 1 no 300.53
Say 300.55
9.74.3 complete
150x10 mm :
MATERIAL

LABOUR
TOTAL 1736.19
TOTAL 1753.55
TOTAL 1999.92
TOTAL 2299.91
Cost of 10 nos. 2322.91
Cost of 1 no 232.29
Say 232.3
9.74.4 complete
100x10 mm :
MATERIAL

LABOUR
TOTAL 1198.19
TOTAL 1210.17
TOTAL 1380.2
TOTAL 1587.23
Cost of 1 no 160.31
Say 160.3
9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete :
9.75.1 300x16x5 mm
MATERIAL
411 Brass door latch 300x16x5 mm (0.380 kg) 185 each 10 1850

LABOUR
TOTAL 2041.8
TOTAL 2062.22
TOTAL 2351.96
TOTAL 2704.75
Say 273.2
9.75 Providing and fixing bright finished brass door latch with necessary screws etc. complete :
9.75.2 250x16x5 mm
MATERIAL
412 Brass door latch 250x16x5 mm (0.350 kg) 175 each 10 1750

LABOUR
TOTAL 1941.8
TOTAL 1961.22
TOTAL 2236.77
TOTAL 2572.29
Cost of 10 nos. 2598.01
Cost of 1 no. 259.8
Say 259.8
9.76 Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of
Code lever handles of approved quality with necessary screws etc.Rate
Description complete. Unit Qty Total
Details of cost for one No
MATERIAL
413 Brass mortice latch and lock 100x65 mm with 6 levers 400 each 1 400
and a pair of brass lever handles
LABOUR
9999 Sundries (screws, carriage etc.) 2.12 L.S. 3.64 7.72
TOTAL 541
TOTAL 546.41
TOTAL 623.18
TOTAL 716.66
Cost of 1 no 723.83
Say 723.85
9.77 Providing and fixing bright finished brass 100 mm mortice latch with one dead bolt and a pair of lever
Code handles of approved quality with necessary screws etc. complete.
MATERIAL
414 Brass mortice latch 100x65mm with a pair of brass lever 310 each 1 310
handles
LABOUR
TOTAL 451
TOTAL 455.51
TOTAL 519.51
TOTAL 597.44
Cost of 1 no 603.41
Say 603.4
9.78 Providing and fixing bright finished brass night latch of approved quality including necessary screws
Code etc. complete. each 1004.80
MATERIAL
438 Brass Night latch 610 each 1 610
LABOUR
TOTAL 751
TOTAL 758.51
TOTAL 865.08
TOTAL 994.84
Cost of 1 no 1004.79
Say 1004.8
9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers
9.79.1 of approved
40 mm quality including necessary screws etc. complete.
MATERIAL
2451 Brass cupboard lock 6 levers (best make of approved 57 each 1 57
quality) 40 mm size
LABOUR
9999 Sundries & screws 2.12 L.S. 3.64 7.72
TOTAL 198
TOTAL 199.98
TOTAL 228.08
TOTAL 262.29
Cost of 1 no 264.91
Say 264.9
9.79.2 of approved
MATERIAL
quality) 50 mm size
LABOUR
TOTAL 229
TOTAL 231.29
TOTAL 263.79
TOTAL 303.36
Cost of 1 no 306.39
Say 306.4
9.79.3 of approved
MATERIAL
quality) 65 mm size
LABOUR
TOTAL 234
TOTAL 236.34
TOTAL 269.55
TOTAL 309.98
Cost of 1 no 313.08
Say 313.1
9.79.4 of approved
MATERIAL
quality) 75 mm size
LABOUR
TOTAL 249
TOTAL 251.49
TOTAL 286.82
TOTAL 329.84
Cost of 1 no 333.14
Say 333.15
9.8 Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved quality
Code with necessary screws.
MATERIAL
447 Brass cupboard knob or ward robe knob 50 mm 36 each 10 360
LABOUR
TOTAL 475.55
TOTAL 480.31
TOTAL 547.79
TOTAL 629.96
Cost of 10 nos 636.26
Cost of 1 no 63.63
Say 63.65
9.81.1 125 mm
MATERIAL
408 Brass handles 125 mm with plate 175x32 mm 144 each 10 1440

LABOUR
TOTAL 1532.83
TOTAL 1548.16
TOTAL 1765.68
TOTAL 2030.53
Cost of 1 no 205.08
Say 205.1
9.81.2 100 mm
MATERIAL
409 Brass handles 100 mm with plate 150x32 mm 133 each 10 1330

LABOUR
TOTAL 1418.97
TOTAL 1433.16
TOTAL 1634.52
TOTAL 1879.7
Cost of 1 no 189.85
Say 189.85
9.81.3 75 mm
MATERIAL
410 Brass handles75 mm with plate 125x32 mm 103 each 10 1030

LABOUR
TOTAL 1118.97
TOTAL 1130.16
TOTAL 1288.95
TOTAL 1482.29
Cost of 1 no 149.71
Say 149.7
9.82 Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc.
Code complete.
Details of cost for 10 hanging floor door stopper
MATERIAL
2455 Brass hanging type door stopper 150 mm 77 each 10 770

LABOUR
TOTAL 819.31
TOTAL 827.5
TOTAL 943.76
TOTAL 1085.32
Cost of 1 no 109.62
Say 109.6
9.83 Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having
Code brand logo with ISI, IS : 3564, embossed on the body, door weight
Description Rate upto 35 kg and door
Unit Qty width Total
upto 700
MATERIAL
2456 Hydraulic door closer bottle type M.S. body with 686 each 10 6860
necessary accessories and screws complete

LABOUR
TOTAL 7665.72
TOTAL 7742.38
TOTAL 8830.18
TOTAL 10154.71
Cost of 10 nos 10256.26
Cost of 1 no 1025.63
Say 1025.65
9.84 Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer
Code (having brand logo with ISi, IS : 3564, embossed on the body,Rate
Description door weight upto 36Qty
Unit kg to 80 kgTotal
and
MATERIAL
7060 Hydraulic door closer tubular type Aluminium section 560 each 10 5600
body

LABOUR
TOTAL 6400.2
TOTAL 6464.2
TOTAL 7372.42
TOTAL 8478.28
Cost of 1 no 856.31
Say 856.3
9.85 Providing and fixing bright finished brass casement window fastener with necessary screws etc.
Code complete.
MATERIAL
423 Brass casement window fastener 45 each 10 450

LABOUR
TOTAL 570.33
TOTAL 576.03
TOTAL 656.96
TOTAL 755.5
Cost of 1 no 76.31
Say 76.3
9.86 Providing and fixing bright finished brass casement stays (straight peg type) with necessary screws
9.86.1 etc. mm
300 complete : not less than 330 gms
weighing
MATERIAL
424 Brass casement stays (straight peg type ) 300 mm 126 each 10 1260
weighing not less than 0.33 kg

LABOUR
TOTAL 1396.33
TOTAL 1410.29
TOTAL 1608.44
TOTAL 1849.71
Cost of 1 no 186.82
Say 186.8
9.86.2 etc. mm
weighing
MATERIAL
425 Brass casement stays (straight peg type ) 250 mm 100 each 10 1000
weighing not less than 0.28 kg

LABOUR
TOTAL 1120.33
TOTAL 1131.53
TOTAL 1290.51
TOTAL 1484.09
Cost of 1 no 149.89
Say 149.9
9.86.3 etc. mm
weighing
MATERIAL
426 Brass casement stays (straight peg type ) 200 95 each 10 950
mmweighing not less than 0.24 kg
LABOUR
TOTAL 1070.33
TOTAL 1081.03
TOTAL 1232.91
TOTAL 1417.85
Cost of 1 no 143.2
Say 143.2
9.87 Providing and fixing bright finished brass hasp and staple (safety type) with necessary screws etc.
9.87.1 complete
150 mm :
MATERIAL
431 Brass hasps and staples (safety type) 150 mm 740 10 Nos 1 740

LABOUR
TOTAL 886.58
TOTAL 895.45
TOTAL 1021.26
TOTAL 1174.45
Cost of 1 no 118.62
Say 118.6
9.87.2 complete
115 mm :
MATERIAL
453 Brass screws 20 mm 95 100 Nos 0.7 66.5

LABOUR
TOTAL 803.08
TOTAL 811.11
TOTAL 925.07
TOTAL 1063.83
Cost of 1 no 107.45
Say 107.45
9.87.3 complete
90 mm :
MATERIAL
453 Brass screws 20 mm 95 100 Nos 0.7 66.5

LABOUR
TOTAL 708.08
TOTAL 715.16
TOTAL 815.64
TOTAL 937.99
Cost of 1 no 94.74
Say 94.75
9.88 Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of
Code lever handles of approved quality with necessary screws etc.Rate
Description complete. Unit Qty Total
MATERIAL
558 Chromium plated Brass mortice latch and lock 100x65 470 each 1 470
mm with6 levers and a pair of brass lever handles
LABOUR
TOTAL 611
TOTAL 617.11
TOTAL 703.81
TOTAL 809.38
Cost of 1 no 817.47
Say 817.45
9.89 Providing and fixing chromium plated brass night latch of approved quality including necessary screws
Code etc. complete.
MATERIAL
583 Chromium plated Brass Night latch 500 each 1 500
LABOUR
TOTAL 641
TOTAL 647.41
TOTAL 738.37
TOTAL 849.13
Cost of 1 no 857.62
Say 857.6
9.9 Providing and fixing special quality chromium plated brass cupboard locks with six levers of approved
9.90.1 quality
Size including necessary screws etc. complete.
40 mm
MATERIAL
2468 Nickled Chromium Brass cupboard lock 40 mm size 63 each 1 63
LABOUR
TOTAL 204
TOTAL 206.04
TOTAL 234.99
TOTAL 270.24
Cost of 1 no 272.94
Say 272.95
9.90.2 quality
50 mm
MATERIAL
LABOUR
TOTAL 214
TOTAL 216.14
TOTAL 246.51
TOTAL 283.49
Cost of 1 no 286.32
Say 286.3
9.90.3 quality
65 mm
MATERIAL
LABOUR
TOTAL 240
TOTAL 242.4
TOTAL 276.46
TOTAL 317.93
Cost of 1 no 321.11
Say 321.1
9.90.4 quality
75 mm
Details of cost for one
MATERIAL
LABOUR
TOTAL 266
TOTAL 268.66
TOTAL 306.41
TOTAL 352.37
Cost of 1 no 355.89
Say 355.9
9.91 Providing and fixing chromium plated brass 50 mm cupboard or wardrobe knobs with nuts complete.
MATERIAL
584 Chromium plated Brass Wardrobe Knobe 50 mm 80 each 10 800
LABOUR
TOTAL 915.55
TOTAL 924.71
TOTAL 1054.63
TOTAL 1212.82
Cost of 1 no 122.5
Say 122.5
9.92 Providing and fixing chromium plated brass handles with necessary screws etc. complete:
9.92.1 125 mm
MATERIAL
555 Chromium plated Brass handles 125 mm with plate 175 160 each 10 1600
x32 mm

LABOUR
TOTAL 1692.83
TOTAL 1709.76
TOTAL 1949.98
TOTAL 2242.48
Cost of 1 no 226.49
Say 226.5
9.92.2 100 mm
MATERIAL
556 Chromium plated Brass handles 100 mm with plate 150 140 each 10 1400
x 32 mm

LABOUR
TOTAL 1488.97
TOTAL 1503.86
TOTAL 1715.15
TOTAL 1972.42
Cost of 1 no 199.21
Say 199.2
9.92.3 75 mm
MATERIAL
557 Chromium plated Brass handles 75mm with plate 125 each 10 1250
125x32 mm

LABOUR
TOTAL 1338.97
TOTAL 1352.36
TOTAL 1542.37
TOTAL 1773.73
Cost of 1 no 179.15
Say 179.15
9.93 Providing and fixing chromium plated brass casement window fastener with necessary screws etc.
Code complete.
MATERIAL
568 Chromium plated brass casement window fastner 90 each 10 900
588 Chromium plated Brass screws 25 mm 180 100 Nos 0.4 72

LABOUR
TOTAL 1052.33
TOTAL 1062.85
TOTAL 1212.18
TOTAL 1394.01
Cost of 1 no 140.8
Say 140.8
9.94 Providing and fixing chromium plated brass casement stays (straight peg type) with necessary screws
9.94.1 etc. mm
weighing
MATERIAL
569 Chromium plated Brass casement stays (straight peg 140 each 10 1400
type ) 300 mmweighing not less than 0.33 kg

LABOUR
TOTAL 1552.33
TOTAL 1567.85
TOTAL 1788.13
TOTAL 2056.35
Cost of 1 no 207.69
Say 207.7
9.94.2 etc. mm
weighing
MATERIAL

LABOUR
TOTAL 1352.33
TOTAL 1365.85
TOTAL 1557.75
TOTAL 1791.41
Cost of 1 no 180.93
Say 180.95
9.94.3 etc. mm
weighing
MATERIAL

LABOUR
TOTAL 1152.33
TOTAL 1163.85
TOTAL 1327.37
TOTAL 1526.48
Cost of 1 no 154.17
Say 154.15
9.95 Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade
9.95.1 AC 10 as per
125x75x4 mmIS: 1868) transparent or dyed to required colour or shade with necessary screws etc.
MATERIAL
687 Anodised Aluminium butt hinges 125x75x4 mm 560 10 Nos 1 560
585 Chromium plated Brass screws 50 mm 300 100 Nos 1 300

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 1035.53
TOTAL 1045.89
TOTAL 1192.84
TOTAL 1371.77
Cost of 10 nos. 1385.49
Say 138.55
9.95.2 AC 10 as per
MATERIAL

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 868.53
TOTAL 877.22
TOTAL 1000.47
TOTAL 1150.54
Cost of 10 nos. 1162.05
Say 116.2
9.95.3 AC 10 as per
MATERIAL

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 798.6
TOTAL 806.59
TOTAL 919.92
TOTAL 1057.91
Cost of 10 nos. 1068.49
Say 106.85
9.95.4 AC 10 as per
MATERIAL

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 729.6
TOTAL 736.9
TOTAL 840.43
TOTAL 966.49
Cost of 1 no. 97.62
Say 97.6
9.95.5 AC 10 as permm
100x63x3.2 IS: 1868) transparent or dyed to required colour or shade with necessary screws etc.
MATERIAL
690 Anodised Aluminium butt hinges 100x63x3.2 mm 270 10 Nos 1 270

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 675.6
TOTAL 682.36
TOTAL 778.23
TOTAL 894.96
Cost of 1 no. 90.39
Say 90.4
9.95.6 AC 10 as mm
75x63x4 per IS: 1868) transparent or dyed to required colour or shade with necessary screws etc.
MATERIAL

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 590.67
TOTAL 596.58
TOTAL 680.4
TOTAL 782.46
Cost of 1 no. 79.03
Say 79.05
9.95.7 AC 10 as per
75x63x3.2 mmIS: 1868) transparent or dyed to required colour or shade with necessary screws etc.
MATERIAL

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 541.67
TOTAL 547.09
TOTAL 623.96
TOTAL 717.55
Cost of 1 no. 72.47
Say 72.45
9.95.8 AC 10 as per
75x45x3.2 mmIS: 1868) transparent or dyed to required colour or shade with necessary screws etc.
MATERIAL

LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 511.67
TOTAL 516.79
TOTAL 589.4
TOTAL 677.81
Cost of 1 no. 68.46
Say 68.45
9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than
9.96.1 grade AC
300x16 mm 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws
MATERIAL
696 Anodised Aluminium sliding door bolt 300x16 mm 147 each 10 1470

LABOUR
TOTAL 1945.58
TOTAL 1965.04
TOTAL 2241.13
TOTAL 2577.3
Cost of 1 no 260.31
Say 260.3
9.96 Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than
9.96.2 grade AC
250x16 mm 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws
MATERIAL
697 Anodised Aluminium sliding door bolt 250x16 mm 128 each 10 1280

LABOUR
TOTAL 1755.58
TOTAL 1773.14
TOTAL 2022.27
TOTAL 2325.61
Cost of 1 no 234.89
Say 234.9
9.97 Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade
9.97.1 AC 10 asmm
300x10 per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc.
MATERIAL
698 Anodised Aluminium tower bolt (barrel type)300x10 mm 580 10 Nos 1 580

LABOUR
TOTAL 879.37
TOTAL 888.16
TOTAL 1012.95
TOTAL 1164.89
Cost of 1 no 117.65
Say 117.65
9.97.2 AC 10 asmm
MATERIAL

LABOUR
TOTAL 780.37
TOTAL 788.17
TOTAL 898.91
TOTAL 1033.75
Cost of 1 no 104.41
Say 104.4
9.97.3 AC 10 asmm
MATERIAL
700 Anodised Aluminium tower bolt (barrel type) 200x10 mm 383 10 Nos 1 383

LABOUR
TOTAL 678.79
TOTAL 685.58
TOTAL 781.9
TOTAL 899.19
Cost of 1 no 90.82
Say 90.8
9.97.4 AC 10 asmm
MATERIAL

LABOUR
TOTAL 564.51
TOTAL 570.16
TOTAL 650.27
TOTAL 747.81
Cost of 1 no 75.53
Say 75.55
9.97.5 AC 10 asmm
MATERIAL

LABOUR
TOTAL 438.51
TOTAL 442.9
TOTAL 505.13
TOTAL 580.9
Cost of 1 no 58.67
Say 58.65
9.98 Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not less than grade
Code AC 10 as per IS : 1868) transparent or dyed to required colourRate
Description and shade,Unit
with necessary
Qty screws bolts,
Total
Details of cost for 10 pull bolt lock
MATERIAL
2464 Anodised Aluminium pull bolt lock (locking bolt) of size 48 each 10 480
85 mmx42 mm with screws,bolts,nuts and washers
complete
LABOUR
TOTAL 672
TOTAL 678.72
TOTAL 774.08
TOTAL 890.19
Cost of 1 no 89.91
Say 89.9
9.99 Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, anodised (anodic
Code coating not less than grade AC 10 as per IS : 1868) transparent
Description or dyed toUnit
Rate requiredQty
colour or shade,
Total
MATERIAL
706 Anodised Aluminium kicking plate 50 cm long100x3.15 142 each 10 1420
mm

LABOUR
114 Beldar 645 day 0.05 32.25
TOTAL 1590.71
TOTAL 1606.62
TOTAL 1832.35
TOTAL 2107.2
Cost of 1 no 212.83
Say 212.85
9.1 Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC
9.100.1 10 asmm
125 per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.
MATERIAL
703 Anodised Aluminium handles 125 mm with plate 175 x 324 10 Nos 1 324
32 mm
LABOUR
TOTAL 448.83
TOTAL 453.32
TOTAL 517.01
TOTAL 594.56
Cost of 1 no 60.05
Say 60.05
9.100.2 10 asmm
100 per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.
MATERIAL
704 Anodised Aluminium handles 100 mm with plate 150 x 275 10 Nos 1 275
32 mm

LABOUR
TOTAL 397.9
TOTAL 401.88
TOTAL 458.34
TOTAL 527.09
Cost of 1 no 53.24
Say 53.25
9.100.3 10 mm
75 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc.
MATERIAL
705 Anodised Aluminium handles 75mm with plate 125 x 32 231 10 Nos 1 231
mm

LABOUR
TOTAL 345.9
TOTAL 349.36
TOTAL 398.45
TOTAL 458.22
Cost of 1 no 46.28
Say 46.3
9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not
9.101.1 less than
Single grade
rubber AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with
stopper
MATERIAL
2459 Anodised Aluminium hanging type door stopper 20 each 10 200

LABOUR
TOTAL 265.31
TOTAL 267.96
TOTAL 305.61
TOTAL 351.45
Cost of 1 no 35.5
Say 35.5
9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not
9.101.2 less than
Twin grade
rubber AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with
stopper
MATERIAL
7059 Aluminium hanging floor door stopper with twin rubber 40 each 10 400
& stopper

LABOUR
TOTAL 465.31
TOTAL 469.96
TOTAL 535.99
TOTAL 616.39
Cost of 1 no 62.26
Say 62.25
9.102 Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than
Code grade AC 10 as per IS : 1868) transparent or dyed to requiredRate
Description colour andUnit
shade, with
Qtynecessary screws
Total
MATERIAL
2465 Anodised Aluminium Casement stay 250 mm 33 each 10 330

LABOUR
TOTAL 482.33
TOTAL 487.15
TOTAL 555.59
TOTAL 638.93
Cost of 1 no 64.53
Say 64.55
9.103 Providing and fixing bright finished brass 100 mm mortice latch and lock, ISI marked, with six levers
Code and a pair of anodised (anodic coating not less than grade ACRate
Description 10 as per ISUnit
: 1868) aluminium
Qty lever
Total
Details of cost for 1 lock
MATERIAL
7001 Brass 100mm mortice latch and lock with6 levers 195 each 1 195
without pair of handles
7003 Pair of Anodised Aluminium lever handles for 100mm 215 each 1 215
mortice latch and lock
LABOUR
9988 Sundries including carriage of materials 2.12 L.S. 4.55 9.65
TOTAL 552.93
TOTAL 558.46
TOTAL 636.92
TOTAL 732.46
Cost of 1 lock 739.78
Say 739.8
9.104 Providing and fixing aluminium tee channels (heavy duty) with rollers & stop end in pelmets as curtain
Code rod.
MATERIAL
7056 Aluminium tee channel (heavy duty) with rollers and 100 metre 2 200
stop end
9999 LABOUR 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 208.82
TOTAL 210.91
TOTAL 240.54
TOTAL 276.62
Say 139.7
9.105 Providing and fixing partition upto ceiling height consisting of G.I. frame and required board, including
9.105.1 providing and fixing
75 mm overall of frame
thickness workwith
partition made of special
12.5 mm thicksection
doublepower pressed/
skin fire rated roll
Glassform G.I. sheet
Reinforced with
Gypsum
Code (GRG) plaster
Description board conforming to IS: 2095: part 3 (Board with BIS
Rate certification
Unit marks)
Qty Total
Details of cost for 6.00x3.65m = 21.90 sqm
(Partition Panel)
MATERIAL
7366 Glass reinforced Gypsum (GRG) plaster board 12.5 mm 240 sqm 43.8 10512
thick confirming to IS 2095 (Part 3):1996
2x6.00x3.65=43.80sqm
7367 Galvanised M.S. sheet 0.5 mm thick pressed channel 60 metre 12 720
section of size 50x32 mm
50mm floor and ceiling channel 2x6.00 =12m
7369 Galvanised M.S. sheet 0.50 mm thick pressed stud. 70 metre 40.15 2810.5
48x34x36 mm
48mm stud-72x34x36x0.5mm
(6.00/0.61)+1 = 11x3.65 = 40.15m
7020 All drive screws ( for gypsum board) 58 100 Nos 3.92 227.36
[(3.65/0.30)+1]x11x2 = 308
[(6.00/0.30)+1]x2x2=84
Total = 392
7388 Dash hold fastener 12.5 mm dia, 40 mm long with 6 mm 10 each 22 220
dia bolt
[(6.00/0.61)+1]x2=22
[(3.65/0.45)+1]x2= 18
869 Plaster of Paris 5 kg 19.27 96.35
(88/100)x21.9 = 19.27
763 Glue 75 kg 4.82 361.5
(22/100)x21.90=4.82
7018 Joint tape roll 90 roll 0.584 52.56
(120m roll) (300/100)x21.90/120 = 0.584 Nos
7021 Primer ( for gypsum board) 70 litre 7.88 551.6
(36/100)x21.90 = 7.88 litre
1022 Galvanised steel bolts & nuts 6 mm dia and 25 mmlong 38 10 Nos 4.4 167.2
round head with slots
11x2x2=44
1211 G.I. plain washer for seam bolts 32 100 Nos 0.44 14.08
9977 Sundries carriage 2.12 L.S. 52 110.24

9999 Sundries scaffolding 2.12 L.S. 130 275.6
Labour for 21.90 sqm.
0.3x21.90=6.57
0.13x21.90=2.847
131 Painter 714 day 1.095 781.83
0.05x21.90=1.095
114 Beldar 645 day 7.665 4943.93
0.35x21.90=7.665
TOTAL 29424.39
TOTAL 29718.63
TOTAL 33894.1
TOTAL 38978.22
Cost for 21.90 sqm 39368
Say 1797.65
9.105.2 providing and thickness
75mm overall fixing of frame workwith
partition made ofmm
12.5 special section
thick doublepower pressed/edged
skin tapered roll form
plainG.I. sheet plaster
Gypsum with
Code board conforming
Description to IS: 2095: (part I): 2011 (Board with BIS certification
Rate marks)
Unit Qty Total
(Partition Panel)
MATERIAL
7009 12.5 mm thick tapered edge gypsum plain borad 140 sqm 43.8 6132
confirming to IS 2095 (Part 1):2011
2x6.00x3.65=43.80sqm
48x34x36 mm
(6.00/0.61)+1 = 11x3.65 = 40.15m
[(3.65/0.30)+1]x11x2 = 308
[(6.00/0.30)+1]x2x2=84
Total = 392 3.92
dia bolt
[(6.00/0.61)+1]x2=22
[(3.65/0.45)+1]x2= 18
(88/100)x21.9 = 19.27
763 Glue 75 kg 4.82 361.5
(22/100)x21.90=4.82
(120m roll) (300/100)x21.90/120 = 0.584 Nos
(36/100)x21.90 = 7.88 litre
11x2x2=44

0.3x21.90=6.57
0.13x21.90=2.847
131 Painter 714 day 1.095 781.83
0.05x21.90=1.095
114 Beldar 645 day 7.665 4943.93
0.35x21.90=7.665
TOTAL 25044.39
TOTAL 25294.83
TOTAL 28848.75
TOTAL 33176.06
Cost for 21.90 sqm 33507.82
Say 1530.05
9.105.3 providing
66mm and thickness
overall fixing of frame workwith
Partition made
8mmof special section
thick double power
skin pressed/
Calcium rollBoard
Silicate form made
G.I. sheet
withwith
Code Calcareous
Description & Siliceous materials reinforced with cellulose fiber manufactured
Rate Unit through
Qty autoclaving
Total
Details of cost for 6.00x3.65 = 21.9 sqm
(Partition Panel)
MATERIAL
8699 8 mm thick tapered edge calcium silicate board . 270 sqm 43.8 11826
2x6.00x3.65=43.80sqm
48x34x36 mm
(6.00/0.61)+1 = 11x3.65 = 40.15m
[(3.65/0.30)+1]x11x2 = 308
[(6.00/0.30)+1]x2x2=84
Total = 392
dia bolt
[(6.00/0.61)+1]x2=22
[(3.65/0.45)+1]x2= 18
(88/100)x21.9 = 19.27
763 Glue 75 kg 4.82 361.5
(22/100)x21.90=4.82
(120m roll) (300/100)x21.90/120 = 0.584 Nos
(36/100)x21.90 = 7.88 litre
11x2x2=44

0.3x21.90=6.57
0.13x21.90=2.847
131 Painter 714 day 1.095 781.83
0.05x21.90=1.095
114 Beldar 645 day 7.665 4943.93
0.35x21.90=7.665
TOTAL 30738.39
TOTAL 31045.77
TOTAL 35407.7
TOTAL 40718.86
Cost for 21.90 sqm 41126.05
Say 1877.9
9.105.4 providing and thickness
66mm overall fixing of frame workusing
partition made of special
8mm sectionskin
thick double power pressed/ roll
multipurpose form board
cement G.I. sheet with
reinforced
Code with cellulose
Description fibre manufactured through autoclaving process (High
Rate pressure
Unit steam
Qtycured) as
Total IS :
per
Details of cost for 6.00x3.65 = 21.9 sqm
(Partition Panel)
MATERIAL
237 Multi purpose fibre (high impact poly propelene 220 sqm 43.8 9636
reinforced) cement board 8mm thick.
2x6.00x3.65=43.80sqm
48x34x36 mm
(6.00/0.61)+1 = 11x3.65 = 40.15m
[(3.65/0.30)+1]x11x2 = 308
[(6.00/0.30)+1]x2x2=84
Total = 392
dia bolt
[(6.00/0.61)+1]x2=22
[(3.65/0.45)+1]x2= 18
(88/100)x21.9 = 19.27
763 Glue 75 kg 4.82 361.5
(22/100)x21.90=4.82
(120m roll) (300/100)x21.90/120 = 0.584 Nos
(36/100)x21.90 = 7.88 litre
11x2x2=44

0.3x21.90=6.57
0.13x21.90=2.847
131 Painter 714 day 1.095 781.83
0.05x21.90=1.095
114 Beldar 645 day 7.665 4943.93
0.35x21.90=7.665
TOTAL 28548.39
TOTAL 28833.87
TOTAL 32885.03
TOTAL 37817.78
Cost for 21.90 sqm 38195.96
Say 1744.1
9.105.5 providing and fixing
66 mm overall of frame
thickness workusing
partition made8 of
mmspecial
thick section power
double skin pressed/ rollcement
multipurpose form G.I. sheetwood
bonded with
Code particle board
Description manufactured as per IS: 14276 with suitable cement
Rate bonded board
Unit screws
Qty Total
MATERIAL:
243 Multipurpose cement bonded wood particle board 8 215 sqm 43.8 9417
mm thick
2x6.00 =12m
7369 Galvanised M.S. sheet 0.50 mm thick pressed stud : 70 metre 40.15 2810.5
48x34x36 mm
(6.00/0.61)+1 = 11x3.65 = 40.15m
[(3.65/0.30)+1]x11x2 = 308
[(6.00/0.30)+1]x2x2=84
Total = 392 3.92
dia bolt
[(6.00/0.61)+1]x2=22
7048 Rawl plug 50 mm (designation 10 nos) 22 each 18 396
[(3.65/0.45)+1]x2= 18 18
(88/100)x21.9 = 19.27 19.27
763 Glue 75 kg 4.82 361.5
(22/100)x21.90=4.82 4.82
(120m roll) (300/100)x21.90/120 = 0.584 No 0.584
7021 Primer ( for gypsum board 70 litre 7.88 551.6
(36/100x21.90 = 7.88 litre 7.88
1022 Galvanised steel bolts & nuts 6 mm dia and 25 mm long 38 10 Nos 4.4 167.2
11x2x2=44 nos=4.40 tens
1211 G.I. plain washer for seam bolts =0 .44 hundreds 32 100 Nos 0.44 14.08

111 Carpenter 1 st class 784 day 6.57 5150.88
0.3x21.90
0.13x21.90
131 Painter 714 day 1.095 781.83
0.05x21.90
114 Beldar 645 day 7.665 4943.93
0.35x21.90
TOTAL 28329.39
TOTAL 28612.68
TOTAL 32632.76
TOTAL 37527.67
Cost of 21.90 sqm 37902.95
Say 1730.75
9.106.1 125x34x24 mm weighing not less than 23 gms
Details of cost for ten Nos.
MATERIAL
7512 PTMT handle 125x34x24mm 20 each 10 200
mm
LABOUR
TOTAL 264.63
TOTAL 267.28
TOTAL 304.83
TOTAL 350.55
Cost of 10 Nos 354.06
Cost of 1 No 35.41
Say 35.4
9.106.2 150x34x24 mm weighing not less than 26 gms
MATERIAL
7513 PTMT handle 150x34x24mm 20 each 10 200
mm
LABOUR
TOTAL 264.63
TOTAL 267.28
TOTAL 304.83
TOTAL 350.55
Cost of 1 No 35.41
Say 35.4
9.107.1 75x60x10 mm fitted with 5.5 mm dia M.S. Bright Bar Rod weighing not less than 34 gms
MATERIAL
7514 PTMT butt hinges 75x60x10mm 29 each 10 290
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 478.87
TOTAL 483.66
TOTAL 551.61
TOTAL 634.35
Cost of 1 No 64.07
Say 64.05
9.107.2 100x75x10 mm fitted with 5.5 mm dia MS Bright Bar Rod weighing not less than 53 gms
MATERIAL
7515 PTMT butt hinges 100x75x10mm 36 each 10 360
mm
LABOUR
114 Beldar 645 day 0.09 58.05
TOTAL 571.8
TOTAL 577.52
TOTAL 658.66
TOTAL 757.46
Cost of 1 No 76.5
Say 76.5
9.108 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc.,
9.108.1 complete. mm weighing not less than 60 gms
152x42x18
MATERIAL
7516 PTMT Tower bolt 152x42x18mm 35 each 10 350
mm
LABOUR
TOTAL 439.91
TOTAL 444.31
TOTAL 506.74
TOTAL 582.75
Cost of 1 No 58.86
Say 58.85
9.108 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside and necessary screws etc.,
9.108.2 complete. mm weighing not less than 78 gms
202x42x18
MATERIAL
7517 PTMT Tower bolt 202x42x18mm 58 each 10 580
mm
LABOUR
TOTAL 693.19
TOTAL 700.12
TOTAL 798.49
TOTAL 918.26
Cost of 1 No 92.74
Say 92.75
9.109 Providing and fixing PTMT door catcher of length 72 mm and dia. of 42 mm with suitable washers
Code weighing not less than 33 gms
MATERIAL
7518 PTMT door catcher 72x42mm 22 each 10 220
mm
LABOUR
TOTAL 257.31
TOTAL 259.88
TOTAL 296.39
TOTAL 340.85
Cost of 1 No 34.43
Say 34.45
9.11 Providing and fixing Bamboo jaffery/ fencing consisting of superior quality 25mm dia (Average) half
Code cut bamboo placed vertically and fixed together with three numbers
Description Rate horizontal
Unit running
Qty members
Totalof
Details of cost for a bamboo jaffery of size 1.00m x
2.10m =
2.10 sqm
MATERIAL
Bamboo 25mm of 100/ 2.50 = 40 nos
Half cut off = 40/2 .=20 nos. x 2.10 = 42.00m
Add wastage @ 15% = 6.30 m
Total = 48.30m
Rate of Bamboo 25 mm dia 2.5 metre long
for one score i.e. 20nos is Rs. 192
for 48.30m qty 48.30 /( 2.5 x 20) = 0.966
305 Bamboo 25 mm dia 2.5 metre long 400 score 0.966 386.4
9977 Carriage of Bamboo 2.12 L.S. 4.83 10.24
3 nos. (1.00 x 0.05 x 0.05) = 0.00375 cum

Add wastage @ 5% = 0.00019 cum
Total = 0.00394 cum or 3.94 cudm
9999 Nails and wire 2.12 L.S. 20.25 42.93
LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 10.05 21.31
TOTAL 942.03
TOTAL 951.45
TOTAL 1085.13
TOTAL 1247.9
Say 600.2
9.111 Providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling
9.111.1 etc. with
50x50 mmiron screws,
(base plugs and priming coat on unexposed surface etc. complete 2nd class teak
and height)
Details of cost for beading = 5.00 m
MATERIAL
Teak wood 2nd class in planks 500 x 5 x 5 mm / 2 =
0.000625
cum + Add wastage @ 10% = 0.00063. Total = 0.00688
cum
say 6.88 cudm

mm
Priming coat
Area 5.0 x (.05 +.05) = 0.50 sqm
LABOUR
For plaining, fixing & making design
TOTAL 1167.83
(1167.83 - 30.73) = 1137.1
TOTAL 1179.2
on (1179.2 - 30.73) = 1148.47 x 0.1405
TOTAL 1340.56
except (A) i.e. on (1340.56 - 30.73) = 1309.83
TOTAL 1537.03
(1537.03 - 30.73) = 1506.3
Say 310.4
9.112 Providing and fixing 2nd class teak wood lipping/ moulded beading or taj beading of size 18X5 mm
Code fixed with wooden adhesive of approved quality and screws/nails
Description Rate on theUnit
edges of Qty
the Pre-laminated
Total
MATERIAL
8719 2nd class teak wood lipping/ moulded beadibg or Taj 30 metre 10 300
beading of size 18X5mm
LABOUR
114 Beldar 645 day 0.25 161.25
TOTAL 639.75
TOTAL 646.15
TOTAL 736.93
TOTAL 847.47
Say 85.6
9.113 Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of
Code approved quality for aluminium door, with necessary screwsRate
Description etc complete as per direction
Unit Qty of Total
Details of cost for 1 no.
8716 100 mm mostice lock with 6 levers for aluminium door. 432 each 1 432
LABOUR
9999 Sundries( screws, carriage etc) 2.12 L.S. 2.6 5.51
TOTAL 539.43
TOTAL 544.82
TOTAL 621.37
TOTAL 714.58
Cost for 1 no 721.73
Say 721.75
9.114 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including
9.114.1 fixing with
Triple strip necessary screws etc. complete.
vertical type
MATERIAL
8714 Magenatic catcher triple strip verticle type. 28 each 1 28
9999 Sundries including screws and fixing charges. 2.12 L.S. 2.6 5.51
TOTAL 33.51
TOTAL 33.85
TOTAL 38.61
TOTAL 44.4
Cost for 1 No. 44.84
Say 44.85
9.114 Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters, including
9.114.2 fixing with
Double stripnecessary screws
(horizontal type)etc. complete.
MATERIAL
8715 Magenatic catcher double strip horizontal type. 20 each 1 20
TOTAL 25.51
TOTAL 25.77
TOTAL 29.39
TOTAL 33.8
Say 34.15
9.115 Providing and fixing powder coated telescopic drawer channels 300 mm long with necessary screws
Code etc. complete as per directions of Engineer- in-charge.
Details of cost for 10 sets.
MATERIAL
8703 Telescopic drawer channels 300mm long . 240 set 10 2400
9977 CARRIAGE 2.12 L.S. 19.5 41.34
9999 Sundries including screws and fixing 2.12 L.S. 100.1 212.21
charges. 100.1
TOTAL 2653.55
TOTAL 2680.09
TOTAL 3056.64
TOTAL 3515.14
Cost for 1 set 355.03
Say 355.05
9.116 Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with stainless steel
Code rollers to run inside C or E aluminium channel section (The payment
Description Rate of CUnit
or E channel
Qty shall beTotal
made
Details of cost for 1 No.
MATERIAL
8704 Stainless steel roller for sliding arrangment in racks/ 11 each 1 11
cupboards/ cabinets shutter .
9999 Labour for fixing 2.12 L.S. 1.04 2.2
TOTAL 13.2
TOTAL 13.33
TOTAL 15.2
TOTAL 17.48
Say 17.65
9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall
9.117.1 dimensionsection
Extruded as below (tolerance
profile ±1mm),
size 48x40 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door
MATERIAL
8010 48mmX40mmX1.5mm thick Factory made door frame of 130 metre 5 650
PVC extruded sections in white, grey or wooden finish
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 4.68 9.92
TOTAL 869.02
TOTAL 877.71
TOTAL 1001.03
TOTAL 1151.18
Say 232.55
9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall
9.117.2 dimensionsection
Extruded as below (tolerance
profile ±1mm),
size 42x50 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door
MATERIAL
8705 50mmX42mmX2mm thick Factory made door frame of 166 metre 5 830
PVC extruded sections in white, grey or wooden finish
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 4.68 9.92
TOTAL 1049.02
TOTAL 1059.51
TOTAL 1208.37
TOTAL 1389.63
Say 280.7

9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size
Code 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging
Description Rate on both Unitsides. The
Qty styles and rails
Total
Detail of cost for one door shutter 2.20x1.08m = 2.38
sqm
MATERIAL
8001 24 mm thick Factory made shutters with frame, rails and 1085.93 sqm 2.38 2584.51
panels of PVC extruded sections in white, grey or
wooden finish
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 3185.27
TOTAL 3217.12
TOTAL 3669.13
TOTAL 4219.5
Cost of 2.38 sqm 4261.7
Say 1790.65

9.118.2 30 mm thick factory made Polyvinyl Chloride (PVC) door shutter made of styles and rails of a uPVC
Code hollow section of size 60x30 mm and wall thickness 2 mm (± Rate
Description 0.2 mm), with
Unitinbuilt Qty
decorative Total
sqm
MATERIAL
8002 30 mm thick Factory made shutters with frame, rails and 1248.82 sqm 2.38 2972.19
panels of PVC extruded sections in white, grey or
wooden finish
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 3572.95
TOTAL 3608.68
TOTAL 4115.7
TOTAL 4733.06
Cost of 2.38 sqm 4780.39
Say 2008.55

9.118.3 25 mm thick PVC flush door shutters made out of a one piece Multi chamber extruded PVC section of
Code the size of 762 mm X 25 mm or less as per requirement with Rate
Description an average Unit
wall thickness
Qty of 1 mm (± 0.3
Total
sqm
MATERIAL
8706 25mm thick factory made PVC flash foor shutter i/c 1700 sqm 2.38 4046
carriage.
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 4646.76
TOTAL 4693.23
TOTAL 5352.63
TOTAL 6155.52
Cost of 2.38 sqm 6217.08
Say 2612.2
9.119 Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm,
Code made out of extruded 5mm rigid PVC foam sheet, mitred at corners
Description Rate andUnit
joined withQty2 Nos of 150
Totalmm
Details of cost for one door frame of 5 metre
MATERIAL
8011 Factory made door frame PVC extruded sheet i/c 260 metre 5 1300
carriage
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 7.8 16.54
TOTAL 1525.64
TOTAL 1540.9
TOTAL 1757.4
TOTAL 2021.01
Say 408.25
9.12 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes
9.120.1 of 19
30 mm gauge
thickthickness
plain PVCand size
door of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.
shutters
Details of cost for one door shutter 2.20x1.08m = 2.38
sqm
MATERIAL
8003 Factory made PVC rigid foam panelled shutter i/c 1547.45 sqm 2.38 3682.93
carriage
8100 Powder coated M.S. butt hinges 100mm X58mmX1.9mm 130 10 Nos 0.4 52
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 4367.29
TOTAL 4410.96
TOTAL 5030.7
TOTAL 5785.31
Cost of 2.38 sqm 5843.16
Say 2455.1
9.12 Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes
9.120.2 of 19
30 mm gauge
thickthickness and size
pre laminated PVCofdoor
19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S.
shutters
sqm
MATERIAL
8004 Factory made PVC rigid foam panelled shutter as per IS : 1547.45 sqm 2.38 3682.93
4020 i/c carriage
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 4367.29
TOTAL 4410.96
TOTAL 5030.7
TOTAL 5785.31
Cost of 2.38 sqm 5843.16
Say 2455.1
9.121 Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm
Code having single rebate of 32 mm x 15 mm to receive shutter of Rate
Description 30 mm thickness.
Unit TheQtylaminate shall
Totalbe
MATERIAL
8707 Factory made glass reinforced plastic door frame 90x45 480 metre 5 2400
mm i/c carriage.
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 7.8 16.54
TOTAL 2625.64
TOTAL 2651.9
TOTAL 3024.49
TOTAL 3478.16
Say 702.6

9.122.1 30 mm thick Glass Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and
Code approved brand and manufacture, made with fire - retardantRate
Description grade unsaturated
Unit polyester
Qty resin,
Total
Details of cost for one door shutter
2.20x1.08m = 2.38 sqm
MATERIAL
8708 30 mm thick factory madeglass fiber reinforced plastic 2326 sqm 2.38 5535.88
panel door shutter i/c carriage.
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 6220.24
TOTAL 6282.44
TOTAL 7165.12
TOTAL 8239.89
Cost of 2.38 sqm 8322.29
Say 3496.75

9.122.2 30 mm thick Fiberglass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish
Code made with fire retardant grade unsaturated polyester resin, moulded
Description Rate toUnit
3 mm thickQtyFRP laminate
Totalall
sqm
MATERIAL
8730 30 mm thick factory made glass fiber reinforced plastic 2675 sqm 2.38 6366.5
flush door shutter i/c carriage.
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 7050.86
TOTAL 7121.37
TOTAL 8121.92
TOTAL 9340.21
Cost of 2.38 sqm 9433.61
Say 3963.7
9.123 Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid
Code PVC foam profile with homogenous fine cellular structure having
Description Rate smoothUnit
outer integral
Qty skin having
Total 62
MATERIAL
8710 Factory made solid PVC door frame 60 x 30mm i/c 315 metre 5 1575
carriage.
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 7.8 16.54
TOTAL 1800.64
TOTAL 1818.65
TOTAL 2074.17
TOTAL 2385.3
Cost of 1 meter 481.83
Say 481.85
9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles
9.124.1 & rails
Non shall be of
decorative size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall
finish
sqm
MATERIAL
8712 30 mm thick factory made solid PVC profile panelled 2000 sqm 2.38 4760
door single piece extruded profile non decorative finish.
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 5444.36
TOTAL 5498.8
TOTAL 6271.38
TOTAL 7212.09
Cost of 2.38 sqm 7284.21
Say 3060.6
9.124 Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles
9.124.2 & rails shallfinish
Decorative be of(both
size 75side
mmwood
x 30 grained
mm having wall thickness 5 mm. The styles, top & bottom rails shall
finish)
sqm
MATERIAL
8709 30 mm thick factory made solid PVC profile panelled 2100 sqm 2.38 4998
door single piece extruded profile decorative finish
(wood grain printed on both side)
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 5682.36
TOTAL 5739.18
TOTAL 6545.53
TOTAL 7527.36
Cost of 2.38 sqm 7602.63
Say 3194.4
9.125 Providing and fixing PVC rigid foam sheet 1 mm thick on existing door shutters (bathroom and W.C.
Code doors) using synthetic rubber based adhesive.
MATERIAL
PVC rigid foam shet 1mm thick = 0.30 sqm
Add wastage @ 10% = 0.03 sqm
8006 Factory made PVC rigid foam sheet 1mm thick 155.8 sqm 0.33 51.41
PVC rigid foam sheet1mm thick = 0.30 sqm + Add
wastage @ 10% = 0.03 sqm. Total = 0.33 sqm
9999 Rubber adhesive 2.12 L.S. 21.84 46.3
LABOUR
114 Beldar 645 day 0.14 90.3
130 Mistry 784 day 0.02 15.68
TOTAL 289.93
TOTAL 292.83
TOTAL 333.97
TOTAL 384.07
Cost of 0.30 sqm 387.91
Say 1293.05
9.126 Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed
9.126.1 shuttersplywood
Marine for doors, windows and
conforming to IS:clerestory
710 windows (area of opening for panel inserts excluding
200x108cm = 2.16sqm. Panel area = 4x45.1x36.55cm =

0.66sqm.
MATERIAL
Plywood 4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm.
8724 12mm thick marine plywood conforming to IS:710 720 sqm 0.8 576
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 1036.11
TOTAL 1046.47
TOTAL 1193.5
TOTAL 1372.53
Cost of 0.66 sqm. 1386.26
Say 2100.4
9.126 Providing and fixing 12 mm thick panelling or panelling and glazing in panelled or panelled and glazed
9.126.2 shutters
Fire for doors,
retardant windows
plywood and clerestory
conforming windows (area of opening for panel inserts excluding
to IS: 5509
200x108cm = 2.16sqm. Panel area = 4x45.1x36.55cm =

0.66sqm.
MATERIAL
Plywood 4x47.2x38.65cm = 0.73sqm+
Total = 0.80 sqm.
8725 12mm thick fire retardant plywood conforming to IS: 867 sqm 0.8 693.6
5509.
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 1153.71
TOTAL 1165.25
TOTAL 1328.97
TOTAL 1528.32
Cost of 0.66 sqm. 1543.6
Say 2338.8
9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/
9.127.1 suede
1.5 mmfinish
thickwith high density protective surface layer and reverse side of adhesive bonding quality
MATERIAL
Decorative laminate = 5.00 sqm
Total = 5.50 sqm
8726 1.5mm thick decorative laminated sheet 380 sqm 5.5 2090
9999 Adhesive 2.12 L.S. 195 413.4
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries i/c nails etc. 2.12 L.S. 52 110.24
TOTAL 3328.14
TOTAL 3361.42
TOTAL 3833.7
TOTAL 4408.76
Say 890.55
9.127 Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/
9.127.2 suede
1.0 mmfinish
thickwith high density protective surface layer and reverse side of adhesive bonding quality
MATERIAL
Decorative laminate = 5.00 sqm
Total = 5.50 sqm
8727 1.0mm thick decorative laminated sheet 294 sqm 5.5 1617
9999 Adhesive 2.12 L.S. 195 413.4
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries i/c nails etc. 2.12 L.S. 52 110.24
TOTAL 2855.14
TOTAL 2883.69
TOTAL 3288.85
TOTAL 3782.18
Cost for 5.00 sqm 3820
Cost for 1 sqm 764
Say 764
9.128 Providing and fixing factory made Fiberglass Reinforced plastics (F.R.P.) chajja 4 mm thick of required
Code colour, size and design made by Resin Transfer Moulding (RTM)
Description RateMachineUnit
Technology,
Qty resulting in void
Total
Detail of cost for a chajja 0.90 x 0.60 = 0.54 sqm
MATERIAL
8713 Fiber glass reinforced plastic chajja. including accessories 3000 sqm 0.54 1620
9977 Carriage 2.12 L.S. 26 55.12

9999 fixing charges including sundries. 2.12 L.S. 143 303.16
TOTAL 1978.28
TOTAL 1998.06
TOTAL 2278.79
TOTAL 2620.61
Say 4901.5
9.129 Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer
Code particle board or graded wood particle board IS: 12823 marked,
Description RateexteriorUnit
grade (Grade
Qty l Type ll),
Total
Details of cost for one shutter 2.20x1.00m= 2.20sqm.
MATERIAL
7272 25 mm thick melamine faced prelaminated three layer 900 sqm 2.2 1980
particle board
9977 CARRIAGE 2.12 L.S. 29.64 62.84
8678 1mm thick 35mm wide bright finished stainless steel 47.04 metre 4.4 206.98
piano hinges .
685 Oxidised mild steel screws 25 mm 36 100 Nos 1.25 45
LABOUR
114 Beldar 645 day 0.5 322.5
130 Mistry 784 day 0.07 54.88
7271 IInd class teak wood lipping 25 mm 28 metre 7 196
wide x 12 mm thick 7
TOTAL 3260.2
TOTAL 3292.8
TOTAL 3755.44
TOTAL 4318.76
Cost for 2.20sqm. 4361.95
Say 1982.7
9.13 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked,
9.130.1 exterior
With grade (Grade
decorative I), of on
veneering approved
one sidemake, including IInd
and commercial class teak
veneering onwood
otherlipping
side of 25 mm wide x 12
Details of cost for one shutter 2.20x1.00m = 2.20sqm.
MATERIAL
7269 25 mm thick particle board 435 sqm 2.2 957
346 Extra for veneered particle board with Teak veneering 230 sqm 2.2 506
on one side and commercial veneered on other side
9977 CARRIAGE 2.12 L.S. 29.64 62.84

piano hinges .
LABOUR
114 Beldar 645 day 0.5 322.5
130 Mistry 784 day 0.07 54.88
7271 IInd class teak wood lipping 25 mm wide x 12 mm thick 28 metre 7 196
TOTAL 2743.2
TOTAL 2770.63
TOTAL 3159.9
TOTAL 3633.89
Say 1668.3
9.13 Providing and fixing cup board shutters with 25 mm thick veneered particle board IS : 3097 marked,
9.130.2 exterior
With nongrade (Gradeveneering
decorative I), of approved make,
on both sidesincluding IInd class teak wood lipping of 25 mm wide x 12
Details of cost for one shutter 2.20x1.00m= 2.20sqm.
MATERIAL
7269 25 mm thick particle board 435 sqm 2.2 957
347 Extra for veneered particle board with Commercial 155 sqm 2.2 341
veneering on both sides
9977 CARRIAGE 2.12 L.S. 29.64 62.84
piano hinges .
LABOUR
114 Beldar 645 day 0.5 322.5
130 Mistry 784 day 0.07 54.88
7271 IInd class teak wood lipping 25 mm wide x 12 mm thick 28 metre 7 196
TOTAL 2578.2
TOTAL 2603.98
TOTAL 2969.84
TOTAL 3415.32
Say 1567.95
9.131 Providing and fixing factory made shutters of Pre-laminated particle board flat pressed three layer or
9.131.1 graded
25 wood particle board with one side decorative finish and other side balancing lamination
mm thick
Details of cost for 2.10sqm. (Door size 2.1x1.00 =
2.10sqm.)
MATERIAL
Prelaminated particle board = 2.10sqm. +
Total = 2.21sqm.
7445 25 mm prelaminated flush door both side decorative 800 sqm 2.21 1768
7443 Aluminium single cleat of size 30x32x3 14 each 4 56

7444 Aluminium grip strip of size 50x12x2 11 each 8 88
834 Synthetic enamel paint in all shades except black or 165 litre 0.15 24.75
chocolate shade
9988 Carriage of materials including loading and unloading 2.12 L.S. 19.5 41.34
9999 Sundries and screws etc. 2.12 L.S. 39 82.68

LABOUR
114 Beldar 645 day 0.3 193.5
TOTAL 2447.05
TOTAL 2471.52
TOTAL 2818.77
TOTAL 3241.59
Say 1559.05
9.132 Providing and fixing aluminum U beading of required size to Pre-laminated/ flush door shutter,
Code including fixing etc. complete as per direction of Engineer-in-charge.
Details of cost for 1kg.
MATERIAL
Aluminum U beading = 1.00kg +
Add 10% wastage = 0.10
Total = 1.10kg.
7449 Aluminium U beading 210 kg 1.1 231
9999 Anodized 15 micron 2.12 L.S. 65 137.8
9999 Sundries including screws, fixing, carriage etc. 2.12 L.S. 13 27.56
TOTAL 396.36
TOTAL 400.32
TOTAL 456.57
TOTAL 525.06
Say 530.3
9.133 Providing and fixing, in position concealed G.I. section for wall paneling using board of required
9.133.1 thicknessedge
Tapered fixedcalcium
on the silicate
'W' profile (0.55
board mmwith
made thick) having a knurled
calcareous webmaterials
& siliceous of 51.55 reinforced
mm and two flanges
with
9.133.1.1 cellulose
10mm fiber manufactured through autoclaving process to give stable crystalline structure with
thick
Details of cost for 3.66 m x 3.05 m = 11.16 sqm.
MATERIAL
Calcium silicate board 10mm thick = 11.16 sqm+
Total = 12.28 sqm
8700 10 mm thick calcium silicate board. 420 sqm 12.28 5157.6
8720 Ceiling sections 0.55 mm thick having a knurled web of 38 metre 19.66 747.08
51.55mm and two flanges of 26mm each with lips of
10.55mm.
8721 Perimeter channel having one flange of 20mm and 23 metre 9.6 220.8
another flange of 30mm with thickness of 0.55mm and
web of length 27mm
8722 Nylon sleeves & wooden screws (40mm) 2.6 each 42 109.2
8723 Counter sunk ribbed head screw 25 mm 76 100 Nos 1.76 133.76
9999 Jointing compound 2.12 L.S. 20.8 44.1

9999 Sundries i/c rawl plug, scaffolfing etc. 2.12 L.S. 52 110.24
9977 Carriage of materials 2.12 L.S. 26 55.12
LABOUR
114 Beldar 645 day 4.6 2967
TOTAL 12541.2
TOTAL 12666.61
TOTAL 14446.27
TOTAL 16613.21
Cost for 11.16 sqm 16779.34
Say 1503.55
9.133.2 thickness fixedcement
Multipurpose on the board
'W' profile (0.55 mm
reinforced withthick) having
suitable fibrea cement
knurled screw.
web of 51.55 mm and two flanges
9.133.2.1 8 mm thick cement fibre board as per IS : 14862
Details of cost for 3.66 m x 3.05 m = 11.16 sqm.
MATERIAL
Multipurpose non asbestos fibre cement board 8mm
thick.=
11.16 sqm+
Total = 12.28 sqm
237 Multi purpose fibre (high impact poly propelene 220 sqm 12.28 2701.6
reinforced) cement board 8mm thick.
10.55mm.
web of length 27mm.

LABOUR
114 Beldar 645 day 4.6 2967
TOTAL 10085.2
TOTAL 10186.05
TOTAL 11617.19
TOTAL 13359.77
Cost for 11.16 sqm 13493.37
Say 1209.1
9.133.2 thickness fixedcement
Multipurpose on the board
reinforced withthick) having
suitable fibrea cement
knurled screw.
web of 51.55 mm and two flanges
9.133.2.2 8 mm thick Cement bonded wood particle board as per IS:14276
Details of cost for 3.66 m x 3.05 m =11.16 sqm
MATERIAL:
243 Multipurpose cement bonded wood particle board 8mm 215 sqm 12.28 2640.2
thick
Add wastage @ 10% =1.12 sqm.
Total = 12.28 sqm
51.55 mm and two flanges of 26 mm each with lips of
10.55 mm
8721 Perimeter channel having one flange of 20 mm and 23 metre 9.6 220.8
another flange of 30 mm with thickness of 0.55 mm and
web of length 27 mm
8722 Nylon sleeves & wooden screws (40 mm) 2.6 each 42 109.2

9999 Sundries i/c rawl plug. Scaffolding etc. 2.12 L.S. 52 110.24
LABOUR:
114 Beldar 645 day 4.6 2967
TOTAL 10023.8
TOTAL 10124.04
TOTAL 11546.47
TOTAL 13278.44
Cost of 11.16 sqm 13411.22
Say 1201.7
9.133.3 thickness
Plain fixedplaster
Gypsum on theboard
conforming thick)
to IS: 2095having
Part - a1:2011
knurled web of
(Board 51.55
with BIS mm and twomarks)
certification flanges
9.133.3.1 12.5 mm thick
Details of cost for 3.66 m x 3.05 m =11.16 sqm.
MATERIAL
Plain gypsum board
12.5 mm thick.= 11.16 sqm
Total = 12.28 sqm
7009 12.5 mm thick Plain Gypsum plaster board . 140 sqm 12.28 1719.2
10.55mm.
web of length 27mm.

LABOUR
114 Beldar 645 day 4.6 2967
TOTAL 9102.8
TOTAL 9193.83
TOTAL 10485.56
TOTAL 12058.39
Cost for 11.16 sqm 12178.97
Say 1091.3
9.134 Providing and fixing wire gauge shutters using stainless steel grade 304 wire gauge with wire of dia 0.5
9.134.1 mmmm
35 andthick
average width of aperture 1.4 mm in both directions for doors, windows and clerestory
shutters
MATERIAL
2x110.5x19.7x3.5cm = 0.0152 cum.+

Wire gauge 2x160x40cm = 1.28 sqm.+

Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 7240.13
TOTAL 7312.53
TOTAL 8339.94
TOTAL 9590.93
Cost of 2.16 sqm. 9686.84
Say 4484.65
9.134.1 mmmm
35 andthick
shutters
MATERIAL
Hollock wood
2x110.5x19.7x3.5cm = 0.0152 cum.+


Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5299.37
TOTAL 5352.36
TOTAL 6104.37
TOTAL 7020.03
Cost of 2.16 sqm. 7090.23
Say 3282.5
9.134.1 mmmm
35 andthick
shutters
MATERIAL
Sheesham wood
2x110.5x19.7x3.5cm = 0.0152 cum.+


Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6515.39
TOTAL 6580.54
TOTAL 7505.11
TOTAL 8630.88
Cost of 2.16 sqm. 8717.19
Say 4035.75
9.134.1 mmmm
35 andthick
shutters
MATERIAL
Second class Teak wood
2x110.5x19.7x3.5cm = 0.0152 cum.+


Total = 1.41 sqm.
marked

LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 7477.73
TOTAL 7552.51
TOTAL 8613.64
TOTAL 9905.69
Cost of 2.16 sqm. 10004.75
Say 4631.85
9.134.1 mmmm
35 andthick
shutters
MATERIAL
Hollock wood
2x110.5x19.7x3.5cm = 0.0152 cum.+


Total = 1.41 sqm.
marked

LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5536.97
TOTAL 5592.34
TOTAL 6378.06
TOTAL 7334.77
Cost of 2.16 sqm. 7408.12
Say 3429.7
9.134.1 mmmm
35 andthick
shutters
MATERIAL
Sheesham wood
2x110.5x19.7x3.5cm = 0.0152 cum.+


Total = 1.41 sqm.
marked

LABOUR
114 Beldar 645 day 1.05 677.25
130 Mistry 784 day 0.105 82.32
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6802.04
TOTAL 6870.06
TOTAL 7835.3
TOTAL 9010.6
Cost of 2.16 sqm. 9100.71
Say 4213.3
9.134.2 mmmm
30 andthick
shutters
MATERIAL
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6467.43
TOTAL 6532.1
TOTAL 7449.86
TOTAL 8567.34
Cost of 2.16 sqm. 8653.01
Say 4006
mm and average width of aperture 1.4 mm in both directions for doors, windows and clerestory
MATERIAL
Hollock wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 4806.08
TOTAL 4854.14
TOTAL 5536.15
TOTAL 6366.57
Cost of 2.16 sqm. 6430.24
Say 2976.95
9.134.2 mmmm
30 andthick
shutters
MATERIAL
Sheesham wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


Total = 1.41 sqm.
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5847.03
TOTAL 5905.5
TOTAL 6735.22
TOTAL 7745.5
Cost of 2.16 sqm. 7822.96
Say 3621.75
9.134.2 mmmm
30 andthick
shutters
MATERIAL
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


Total = 1.41 sqm.
marked
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6705.03
TOTAL 6772.08
TOTAL 7723.56
TOTAL 8882.09
Cost of 2.16 sqm. 8970.91
Say 4153.2
9.134.2 mmmm
30 andthick
shutters
MATERIAL
Hollock wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


Total = 1.41 sqm.
marked
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 5043.68
TOTAL 5094.12
TOTAL 5809.84
TOTAL 6681.32
Cost of 2.16 sqm. 6748.13
Say 3124.15
9.134.2 mmmm
30 andthick
shutters
MATERIAL
Sheesham wood
2x110.5x19.7x3cm = 0.013 cum+
Total = 0.040 cum+


Total = 1.41 sqm.
marked
LABOUR
114 Beldar 645 day 1 645
130 Mistry 784 day 0.1 78.4
9999 Sundries 2.12 L.S. 33.8 71.66
TOTAL 6084.63
TOTAL 6145.48
TOTAL 7008.92
TOTAL 8060.26
Cost of 2.16 sqm. 8140.86
Say 3768.9
9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory
9.135.1 windows
With 2nd using wirewood
class teak gaugebeading
with average
62X19width
mm of aperture 1.4 mm in both directions with wire of dia.
=1.54sqm.
MATERIAL
Wire gauze -20x60mm mesh 3.2mm
wide = 1.4x1.1m = 1.54sqm.+
Total = 1.69 sqm.
Second class teak wood beading 5mx62mmx19mm =
0.0059cum.

LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 1616.31
TOTAL 1632.47
TOTAL 1861.83
TOTAL 2141.1
Cost of 1.54 sqm. 2162.51
Say 1404.25
9.135 Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory
9.135.2 windows
With 12 mm using wire
mild gauge
steel with average width of aperture 1.4 mm in both directions with wire of dia.
U beading
=1.54sqm.
MATERIAL
1.54sqm.+
Total = 1.69 sqm.
7349 12 mm M.S. 'U' beading 14 metre 5 70
LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 1210.59
TOTAL 1222.7
TOTAL 1394.49
TOTAL 1603.66
Cost of 1.54 sqm. 1619.7
Say 1051.75
9.136 Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out
Code of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm)Rate
Description duly filled Unit
with vermuculite
Qty based
Total
Details of cost for 3300/2750mm Door (9.10 metre
length)
MATERIAL
8738 Factory made door frame fire rated ( 60 minutes) made 1062 metre 9.1 9664.2
with 16 SWG G.I. Sheet of section 143 mm x 57 mm duly
filled with vermuculite based concrete mix
LABOUR
9999 Labour for fixing 2.12 L.S. 130 275.6
9988 Sundries and carriage 2.12 L.S. 4.23 8.97
TOTAL 9948.77
TOTAL 10048.26
TOTAL 11460.04
TOTAL 13179.05
Cost of 9.10 metres 13310.84
Say 1462.75
9.137 Providing and fixing 50 mm thick glazed fire resistant door shutters of 60 minutes fire rating
Code conforming to IS:3614 (Part-II), tested and certified as per laboratory
Description Rate approved
Unit by Qty
Engineer-in-charge,
Total
Details of cost for 3.50 sqm (Door size- 1710x2050 mm)
MATERIAL
8739 Fire rated door shuttere made with 16 SWG G.I. 4702 sqm 3.5 16457
sheet( 60 minutes) without panel
LABOUR
9999 Labour for fixing 2.12 L.S. 180 381.6
9988 Sundries & Carriage 2.12 L.S. 10 21.2
TOTAL 16859.8
TOTAL 17028.4
TOTAL 19420.89
TOTAL 22334.02
Cost of 3.50 sqm 22557.36
Say 6444.95
9.138 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I.
Code beading made out of 1.6 mm thick G.I. sheet (zinc coating notRate
Description less than 120
Unitgm/m²) of size 20 Total
Qty x 33 mm
Details of cost for 2.46 sqm (Door size 1710 mm x 2050
mm)
Glazing area = 2x0.679x1.808= 2.46sqm.
MATERIAL
8760 Glass panes of required thickness having 60 minutes of 22500 sqm 2.46 55350
fire resistance both integrity and radiation control
(EW60) and minimum 20 minutes of insulation (EI20)
2641 G.I. U beading of 1.6 mm thick G.I. Sheet with M4x38mm 250 metre 9.91 2477.5
SS screws
2642 Ceramic tape 5x20 mm size 400 metre 19.82 7928
LABOUR
9999 For fixing in position all complete 2.12 L.S. 180 381.6
9999 Sundries and carriage & Calcium Silicate Blocks 2.12 L.S. 10 21.2
TOTAL 66158.3
TOTAL 66819.88
TOTAL 76208.07
TOTAL 87639.28
Cost of 2.46 sqm 88515.67
Say 35982
9.139 Providing and fixing panic bar / latch (Double point) fitted with a single body, Trim Latch & Lock on
Code back side of the Panic Latch of reputed brand and manufacture
Description Rateto be approved
Unit by Qty
the Engineer- in-
Total
Details of cost for 1 Nos
MATERIAL
8744 Panic Bar / latch (Double point) 5200 each 1 5200
LABOUR
9977 Sundries (screws and carriage) 2.12 L.S. 3.64 7.72
TOTAL 5341
TOTAL 5394.41
TOTAL 6152.32
TOTAL 7075.17
Cost of 1 No 7145.92
Say 7145.9
9.140 Providing and fixing plain lining with necessary screws/nuts & bolts/ nails, including a coat of
9.140.1 approved
12mm primer
thick on one ply
commercial face, and fixed on
conforming wooden
to IS /steeltype
: 1328 BWR frame work, complete as per direction of
MATERIAL
2413 12 mm commercial ply 510 sqm 11 5610
Priming coat
13.50.1 Rate as per Item Number 13.50.1 of SH: Finishing 61.45 sqm 10 614.5
9999 Sundries and screws etc. 2.12 L.S. 40.1 85.01
LABOUR
114 Beldar 645 day 1.43 922.35
9988 Sundries and carriage 2.12 L.S. 33.56 71.15
TOTAL 8261.73
(8261.73 - 614.5) = 7647.23
TOTAL 8338.2
on (8338.2 - 614.5) = 7723.7 x 0.1405
TOTAL 9423.38
except (A) i.e. on (9423.38 - 614.5) = 8808.88
TOTAL 10744.71
(10744.71 - 614.5) = 10130.21
Cost of 10 sqm 10846.01
Say 1084.6
9.141 Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (± 0.2 mm),
made out of single piece extruded PVC profile, with mitred cut joints and joint with 2 nos of PVC
bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping
screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm ,
including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm
Code PVC frame strip with PVC solvent cement on the back of the profile.
Description Rate TheUnit
door frame to be fixed
Qty to the
Total
MATERIAL
8014 Factory made door frame of size 50x47mm with wall 298.74 metre 5 1493.7
thickness 5 mm made of single piecs extruded profile
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 11.65 24.7
TOTAL 1727.5
TOTAL 1744.78
TOTAL 1989.92
TOTAL 2288.41
Say 462.25
9.142 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC
9.142.1 profiles,
Non 5 mm (±finish
decorative 0.2 mm)
(mattthick, having styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,
finish)
Details of cost for of one shutter 2.20x1.08m = 2.38 sqm
MATERIAL
8735 35 mm thick factory made solid panel PVC door shutter 2295 sqm 2.38 5462.1
of single pieceextruded profile non decorative finished
(Matt finished)
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 30.35 64.34
TOTAL 6167.64
TOTAL 6229.32
TOTAL 7104.54
TOTAL 8170.22
Cost of 2.38 sqm 8251.92
Say 3467.2
9.142 35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded soild PVC
9.142.2 profiles, 5 mm
Decorative (± (wood
finish 0.2 mm) thick, having
grained finish) styles & rails (except lock rail) of size 95 mmx 35 mm x 5 mm,
MATERIAL
8736 35 mm thick factory made solid panel PVC door shutter 2707 sqm 2.38 6442.66
of single pieceextruded profile decorative finished
(Wood grand finished)
mm
mm
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 30.35 64.34
TOTAL 7148.2
TOTAL 7219.68
TOTAL 8234.05
TOTAL 9469.16
Cost of 2.38 sqm 9563.85
Say 4018.4
9.143 Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x
Code 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of theRate
Description door frameUnit
to be mitred
Qty cut andTotal
jointed
MATERIAL
8745 65mm x 55mm x 2mm thick Factory made door frame of 364 metre 5 1820
PVC extruded section in white,grey or wooden finish
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 4.68 9.92
TOTAL 2039.02
TOTAL 2059.41
TOTAL 2348.76
TOTAL 2701.07
Say 545.6
9.144 Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow
Code section of size 100 mm x 37 mm with wall thickness 2 mm (± Rate
Description 0.2 mm), with
UnitinbuiltQty
bead on one side,
Total
MATERIAL
8746 37 mm thick Factory made shutter with style,rails and 2479 sqm 2.38 5900.02
panels of PVC extruded section in white or grey finish i/c
carriage
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 6500.78
TOTAL 6565.79
TOTAL 7488.28
TOTAL 8611.52
Cost of 2.38 sqm 8697.64
Say 3654.45
9.145 Providing and Fixing factory made PVC door frame made of PVC extruded sections of size 75 mm x 53
Code mm, having wall thickness 2.0 mm (± 0.2 mm). Both verticalssides
Description Rate of theUnit
frame reinforced
Qty with PVC
Total
MATERIAL
8747 75mm x 53mm x 2.0mm thick Factory made door frame 413 metre 5 2065
of PVC extruded section in white,grey or wooden finish
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 4.68 9.92
TOTAL 2284.02
TOTAL 2306.86
TOTAL 2630.97
TOTAL 3025.62
Say 611.2
9.146 Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow
Code extruded printed and laminated section having overall dimension
Description Rate 115 mm x 37 mm
Unit with wall Total
Qty
MATERIAL
8748 37 mm thick Factory made fusion welded shutter with 2703 sqm 2.38 6433.14
style,rails and panels of PVC extruded section in wooden
finish.
LABOUR
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 20.36 43.16
TOTAL 7033.9
TOTAL 7104.24
TOTAL 8102.39
TOTAL 9317.75
Cost of 2.38 sqm 9410.93
Say 3954.15
9.147A Providing and fixing factory made uPVC white colour casement/casement cum fixed glazed windows
9.147A.1 comprising of uPVCsingle
Casement window multi-chambered frame,
panel with S.S. sashhinges
friction and mullion (where
(300 x 19 x 1.9 ever
mm),required)
made of extruded profiles
(small series)
Code frame 47 x
Description 50 mm & sash 47 x 68 mm both having wall thickness
Rate of 1.9 ± 0.2
Unit mm and
Qty single glass
Total
Detail of Cost for uPVC casement window size 0.50 x
1.35 m =
0.68 sqm
MATERIAL
8121 uPVC extruded (small series) casement window frame 280 metre 3.89 1089.2
size 47x50mm i/c 5% wastage
8122 uPVC extruded (small series) casement window 311 metre 3.68 1144.48
sash/window mullion size 47x68 mm i/c 5% wastage
8125 uPVC extruded glazing bead of appropriate dimension 100 metre 3.49 349
for small series casement window Sash
Galvanized iron reinforcement for :-
3991 Galvanized iron (1.6 ± 0.2 mm) thick reinforcement for 70 metre 6.97 487.9
small series casement window frame, sash, mullion i/c
5% wastage
Window Frame = 3.59 M + Window Sash = 3.38 M
Total = 6.97 M
7390 EPDM Gasket for uPVC window i/c 5% wastage 15 metre 14.55 218.25
3995 G.I fasteners 100 x 8 mm 15 each 8 120
8757 Stainless steel friction hinges (SS-304 grade) size 300 x 260 each 2 520
19 x 1.9 mm for uPVC window
8750 Zinc alloy (white powder coated) casement handle for 130 each 1 130
uPVC window
9999 Sundries, plastic packers, plastic caps, 2.12 L.S. 170 360.4
SS screws and carriage of material 170
LABOUR
162 Labour for fabrication of uPVC extruded casement 534 sqm 0.68 363.12
windows including drilling holes, fixing of fittings &
hardwares, hire charges of drill machine and electricity
charges etc.
163 Labour for installation of uPVC extruded casement 773 sqm 0.68 525.64
windows including scaffolding
TOTAL 5307.99
TOTAL 5361.07
TOTAL 6114.3
TOTAL 7031.45
Cost of 0.68 sqm 7101.76
Cost of 1.00 sqm 10443.76
Say 10443.75
9.147A.2 comprising of uPVCdouble
Casement window multi-chambered
panels withframe, sash and
S.S. friction mullion
hinges (300 (where ever
x 19 x 1.9 required)
mm) made ofextruded profiles
(small series)
Code frame 47
Descriptionx 50 mm, sash 47 x 68 mm & mullion 47 x 68 mm all having
Rate wall thickness
Unit of
Qty 1.9 ± 0.2 mm
Total
Detail of cost for uPVC casement window size 1.00 x 1.35
m=
1.35 sqm.
MATERIAL
8121 uPVC extruded (small series) casement window frame 280 metre 4.94 1383.2
sash/window Mullion size 47x68 mm i/c 5% wastage
Window Sash = 7.44 M + Window Mullion= 1.42 M

Total = 8.86 M
for small series casement window Sash i/c 5% wastage
Galvanized iron reinforcement for

5% wastage
Window Frame = 4.64 M + Window Sash = 6.64 M +
Window
Mullion = 1.35 M
Total = 12.63 M
uPVC window
9999 Sundries, plastic packers, plastic caps, SS screws and 2.12 L.S. 170 360.4
carriage of material
LABOUR
charges etc.
TOTAL 9722.26
TOTAL 9819.48
TOTAL 11199.12
TOTAL 12878.99
Cost of 1.35 sqm 13007.78
Cost of 1.00 sqm 9635.39
Say 9635.4
panels withframe, sashwith
top fixed andS.S.
mullion (where
friction ever
hinges (350required) extruded
x 19 x 1.9 profiles
mm) made of
Code (small series)
Description frame 47 x 50 mm, sash 47 x 68 mm & mullion 47 x
Rate 68 mm all
Unithaving wall
Qty thickness
Totalof
m = 2.16 sqm
MATERIAL
8121 uPVC extruded (small series) casement window frame 280 metre 6.3 1764
sash/window Mullion size 47x68mm i/c 5% wastage
Window Sash = 7.28 M + Window Mullion = 2.52 M

Total = 9.80 M
for small series casement window Sash i/c 5% wastage

5% wastage
Window Frame = 6.00 M + Window Sash =6.68 M +
Window
Mullion = 2.37 M
Total = 15.05 M
uPVC window
LABOUR
charges etc.
TOTAL 12554.92
TOTAL 12680.47
TOTAL 14462.08
TOTAL 16631.39
Cost of 2.16 sqm 16797.7
Cost of 1.00 sqm 7776.71
Say 7776.7
9.147A.4 comprisingwindow
Casement of uPVCsingle
multi-chambered frame,
panel with S.S. sashhinges
friction and mullion (where
(400 x 19 x 1.9 ever
mm)required) extruded
made of (big profiles
series)frame
Code 67 x 60 mm & sash 67 x 80 mm both having wall thickness ofRate
Description 2.3 ± 0.2 mmUnitand single
Qtyglazing bead
Total/
m = 0.95 sqm
MATERIAL
8126 uPVC extruded (big series) casement window frame size 351 metre 4.31 1512.81
67x60 mm i/c 5% wastage
8128 uPVC extruded (big series) casement window 469 metre 4.02 1885.38
8130 uPVC extruded glazing bead of appropriate dimension 135 metre 3.83 517.05
for big series casement window sash i/c 5% wastage

big series casement window frame, sash, mullion, i/c 5%
wastage
Window Frame = 4.01 M + Window Sash = 3.72 M
Total = 7.73 M
uPVC window
LABOUR
charges etc.
TOTAL 7346.89
TOTAL 7420.36
TOTAL 8462.92
TOTAL 9732.36
Cost of 0.95 sqm 9829.68
Cost of 1.00 sqm 10347.03
Say 10347.05
panels withframe, sash and
S.S. friction mullion
hinges (350 (where ever
x 19 x 1.9 required)
mm) made ofextruded
(big profiles
Code series)frame
Description 67 x 60 mm & sash / mullion 67 x 80 mm both having
Rate wall thickness
Unit of 2.3
Qty ± 0.2 mm
Totaland
Detail of Cost for uPVC casement window size 1.20 x
1.35 m = 1.62 sqm.
MATERIAL
Window Sash = 7.71 M + Window Mullion =1.42 M

Total = 9.13 M

big series casement window frame, sash, mullion i/c 5%
wastage
Window
Mullion = 1.41 M
Total = 13.83 M
uPVC window
LABOUR
charges etc.
TOTAL 13012.52
TOTAL 13142.65
TOTAL 14989.19
TOTAL 17237.57
Cost of 1.62 sqm 17409.95
Cost of 1.00 sqm 10746.88
Say 10746.9
9.147A.6 comprising
Casement cumof uPVC
fixedmulti-chambered frame,
panel window having sash
both and
end mullion
single (wherepanel,
casement ever required) extruded
middle fixed panelsprofiles
and at
Code top completely
Description fixed ventilator with S.S friction hinges (350 x 19
Ratex 1.9) made
Unit of (big series)
Qty frame
Total67 x
Detail of cost for uPVC casement cum fixed window size
2.50 x 1.60 m = 4.00 sqm.
MATERIAL
Window Sash = 6.24 M + Window Mullion = 8.93 M

Total = 15.17 M

big series casement window frame, sash, mullion, big &
small series sliding window frame i/c 5% wastage

Window
Mullion = 7.95 M
Total = 21.90 M
7390 EPDM Gasket for uPVC window/door i/c 5% wastage 15 metre 83.45 1251.75

uPVC window
LABOUR
162 Labour for fabrication of uPVC extruded casement 534 sqm 4 2136
charges etc.
163 Labour for installation of uPVC extruded casement 773 sqm 4 3092
TOTAL 24323.24
TOTAL 24566.47
TOTAL 28018.06
TOTAL 32220.77
Cost of 4.00 sqm 32542.98
Cost of 1.00 sqm 8135.75
Say 8135.75
9.147B Providing and fixing factory made uPVC white colour fixed glazed windows/ ventilators comprising of
9.147B.1 uPVC
Fixed multi-chambered
window / ventilator frame and
made ofmullion (whereframe
(small series) ever required)
47 x 50 mmextruded profiles
& mullion duly
47 x 68 mm reinforced
both having
Code wall thickness
Description of 1.9 ± 0.2 mm and single glazing bead of appropriate
Rate dimension.
Unit Qty upto Total
(Area 0.75
Detail of cost for uPVC fixed window size 1.20 x 0.50 m =
0.60 sqm.
MATERIAL
8121 uPVC extruded (small series) fixed window frame size 280 metre 3.57 999.6
47x50mm
8122 uPVC extruded (small series) fixed window mullion size 311 metre 0.53 164.83
47x68 mm
for small series fixed window Sash
small series fixed window frame and mullion i/c 5%
wastage
Window Frame = 3.27 M + Window Mullion = 0.98 M
Total = 4.25 M
LABOUR
162 Labour for fabrication of uPVC extruded fixed windows 534 sqm 0.6 320.4
including drilling holes, fixing of fittings & hardwares,
hire charges of drill machine and electricity charges etc.
163 Labour for installation of uPVC extruded fixed windows 773 sqm 0.6 463.8
including scaffolding
TOTAL 3251.23
TOTAL 3283.74
TOTAL 3745.11
TOTAL 4306.88
Cost of 0.60 sqm 4349.95
Cost of 1.00 sqm 7249.92
Say 7249.9
9.147C Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door
9.147C.1 comprising of uPVC
Casement door withmulti-chambered frame,
3D hinges made of sash and
(big series) mullion
frame 67 x (where
64 mm & ever required)
sash 67 x 110extruded
mm bothprofiles
having
Code wall thickness
Description of 2.3 ± 0.2 mm and single glazing bead / double
Rateglazing bead
Unit of appropriate
Qty Total
Detail of cost for uPVC casement door size 0.90 x 2.10 m
= 1.89 sqm.
MATERIAL
8127 uPVC extruded (big series) casement door frame size 396 metre 5.36 2122.56
8129 uPVC extruded (big series) casement door sash size 568 metre 6.02 3419.36
for big series casement door sash i/c 5% wastage

big series casement window/door frame, sash, mullion,
i/c 5% wastage
3993 Galvanized iron (1.6 ± 0.2 mm) thick reinforcement for 100 metre 5.72 572
big series casement door sash i/c 5% wastage

8116 Zinc alloy (white powder coated) 3D Hinges for uPVC 455 each 3 1365
door`
8117 Zinc alloy (white powder coated) handles with zinc 2635 each set 1 2635
plated mild steel multi point locking having transmission
gear, cylinder with keeps and one side key for uPVC
casement door
LABOUR
162 Labour for fabrication of uPVC extruded casement/fixed 534 sqm 1.89 1009.26
windows/and door including drilling holes, fixing of
fittings & hardwares, hire charges of drill machine and
electricity charges etc.
windows and doors including scaffolding
TOTAL 14528.4
TOTAL 14673.68
TOTAL 16735.33
TOTAL 19245.63
Cost of 1.89 sqm 19438.09
Cost of 1.00 sqm 10284.7
Say 10284.7
9.147C Providing and fixing factory made uPVC white colour casement/ Casement cum fixed glazed door
9.147C.2 comprisingdoor
Casement of uPVC
withmulti-chambered frame,
top hung ventilator withsash andS.S.
3D and mullion (where
friction ever
hinges (400required) extruded
x 19 x 1.9 profiles
mm) made of
Code (big series)
Description frame 67 x 64 mm, sash 67 x 110 mm & mullion 67 x
Rate80 mm all
Unithaving wall
Qty thickness
Total 2.3
of
Detail of cost for uPVC casement door size 0.90 x 2.70 m
= 2.43 sqm
MATERIAL
8127 uPVC extruded (big series) casement door frame size 396 metre 6.3 2494.8
8129 uPVC extruded (big series) casement door sash size 568 metre 6.01 3413.68
8128 uPVC extruded (big series) casement door sash/mullion 469 metre 3.55 1664.95
size 67x80 mm i/c 5% wastage
Door sash (67 mm x 80 mm) = 2.60 M +
Door mullion (67 mm x 80 mm ) = 0.95 M
Total = 3.55 M
for big series casement door sash i/c 5% wastage

big series casement door frame, sash, mullion, i/c 5%
wastage Door Frame = 6.08 M + Ventilator Sash =2.30 M
+ Mullion = 0.88 M
Total = 9.26 M
big series casement door sash i/c 5% wastage

8116 Zinc alloy (white powder coated) 3D Hinges for uPVC 455 each 3 1365
door
8117 Zinc alloy (white powder coated) handles with zinc 2635 each set 1 2635
gear, cylinder with keeps and one side key for uPVC
casement door
uPVC window/ door
LABOUR
162 Labour for fabrication of uPVC extruded casement doors 534 sqm 2.43 1297.62
ventilator and doors including scaffolding
TOTAL 18983.14
TOTAL 19172.97
TOTAL 21866.77
TOTAL 25146.79
Cost of 2.43 sqm 25398.26
Cost of 1.00 sqm 10451.96
Say 10451.95
9.147D Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height
9.147D.1 dimension
Two comprising
track two of uPVC
panels sliding multi-chambered
window frame
made of (small with frame
series) in-built52roller
x 44 track and sash
mm &sash 32 xextruded
60 mm both
Code having wall
Description thickness of 1.9 ± 0.2 mm and single glazing bead of
Rate appropriate
Unit dimension.
Qty (Area of
Total
Detail of cost for uPVC sliding window size 1.20 x 1.35 m
= 1.62 sqm.
MATERIAL
8133 uPVC extruded (small series) 2 track sliding window 314 metre 5.36 1683.04
frame size 52x44 mm i/c 5% wastage
8137 uPVC extruded (small series) 2 track sliding window sash 291 metre 7.9 2298.9
8140 uPVC extruded interlock of appropriate dimension for 88 metre 2.69 236.72
small series sliding window sash i/c 5% wastage
for small series sliding window sash i/c 5% wastage

small series 2 track sliding window frame and sash i/c 5%
wastage
2 Track Sliding (Window Frame = 5.06 M + Window Sash
= 7.30M)
Total = 12.36 M
8773 Wool pile/ weather pile strip for uPVC sliding window i/c 20 metre 18.48 369.6
5% wastage
8751 Zinc alloy (white powder coated) touch lock with hook 114 each 2 228
for uPVC window
8752 Zinc alloy body with single nylon roller (weight bearing 60 each 4 240
capacity to be 40 Kg) for uPVC sliding window
LABOUR
162 Labour for fabrication of uPVC extruded sliding windows 534 sqm 1.62 865.08
163 Labour for installation of uPVC extruded sliding windows 773 sqm 1.62 1252.26
TOTAL 9243.52
TOTAL 9335.96
TOTAL 10647.66
TOTAL 12244.81
Cost of 1.62 sqm 12367.26
Cost of 1.00 sqm 7634.11
Say 7634.1
9.147D.2 dimension
Three trackcomprising of sliding
three panels uPVC multi-chambered frameSS
window with fly proof with in-built
wire mesh roller trackglazed
(Two nos. and sash extruded
& one no. wire
Code mesh panels)
Description made of (small series) frame 92 x 44 mm & sash 32
Rate x 60 mm both
Unit having
Qty wall thickness
Total
= 1.62 sqm.
MATERIAL
8135 uPVC extruded (small series) 3 track sliding window 418 metre 5.06 2115.08
frame size 92x44 mm i/c 5% wastage
8137 uPVC extruded (small series) 3 track sliding window sash 291 metre 11.84 3445.44
small series sliding window sash i/c 5% wastage
for small series sliding window sash i/c 5% wastage

small series sliding window frame and sash i/c 5%
wastage
3 Track Sliding (Window Frame = 9.52 m + Window Sash
= 10.94 m)
Total = 20.46 M
5% wastage
3995 G.I fasteners 100 x 8 mm 15 each 12 180.00
8751 Zinc alloy (white powder coated) touch lock with hook 114 each 2 228.00
for uPVC window
8752 Zinc alloy body with single nylon roller (weight bearing 60 each 6 360.00
LABOUR
TOTAL 12144.86
TOTAL 12266.31
TOTAL 13989.73
TOTAL 16088.19
Cost of 1.62 sqm 16249.07
Cost of 1.00 sqm 10030.29
Say 10030.30
9.147D.3 dimension
Two comprising
track two of uPVC
window frame
made of (big with
series) in-built
frame 67 xroller
50 mm track and46
& sash sash extruded
x 62 mm both
Code having wall thickness of 2.3 ± 0.2 mm and single glazing beadRate
Description / double glazing
Unit beadQtyof appropriate
Total
= 2.03sqm
MATERIAL
8134 uPVC extruded (big series) 2 track sliding window frame 424 metre 5.99 2539.76
8138 uPVC extruded (big series) 2 track sliding window sash 357 metre 8.36 2984.52
big series sliding window sash i/c 5% wastage
for big series of sliding window Sash i/c 5% wastage

big series sliding window frame (2 track sliding window
frame i/c 5% wastage)
big series sliding window sash (2 track sliding window
sash i/c 5% wastage)
5% wastage
for uPVC window
LABOUR
TOTAL 11866.74
TOTAL 11985.41
TOTAL 13669.36
TOTAL 15719.76
Cost of 2.03 sqm 15876.96
Cost of 1.00 sqm 7821.16
Say 7821.15
9.147D.4 dimension
three panels uPVC multi-chambered frameS.S
window with fly proof with in-built
wire meshroller
(Twotrack and sash
nos. glazed extruded
& one no. wire
Code mesh panels)
Description made of (big series) frame 116 x 45 mm & sash 46
Ratex 62 mm both
Unit having
Qty wall thickness
Total of
= 2.43 sqm.
MATERIAL

5% wastage
for uPVC window
LABOUR
163 Labour for installation of uPVC extruded casement/ 773 sqm 2.43 1878.39
sliding windows including scaffolding
TOTAL 17513.13
TOTAL 17688.26
TOTAL 20173.46
TOTAL 23199.48
Cost of 2.43 sqm 23431.47
Cost of 1.00 sqm 9642.58
Say 9642.6
9.147D.5 dimension
three panels uPVC multi-chambered
window made offrame with in-built
(big series) roller
frame 116 track
x 45 mmand sash46extruded
& sash x 62 mm
Code both having
Description wall thickness of 2.3 ± 0.2 mm and single glazing bead
Rate / double
Unit glazing bead
Qty of Total
= 2.43 sqm.
MATERIAL

8773 Wool pile/ weather pile strip for uPVC sliding window i/c 20 metre 29 580
5% wastage
for uPVC window
LABOUR
TOTAL 16678.97
TOTAL 16845.76
TOTAL 19212.59
TOTAL 22094.48
Cost of 2.43 sqm 22315.42
Cost of 1.00 sqm 9183.3
Say 9183.3
9.147E Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height
9.147E.1 dimension comprising
Two track two of uPVC
window frame
made of (big with
series) in-built
frame 67 xroller
50 mm track and46
x 62 mm both
Code having wall
Description thickness of 2.3 ± 0.2 mm and single glazing bead / double
Rate glazing
Unit bead of
Qty appropriate
Total
= 3.60 sqm.
MATERIAL

8773 Wool pile/ weather pile strip for uPVC sliding window i/c 20 metre 30.4 608
5% wastage
8118 Zinc alloy (white powder coated) handles along with zinc 1535 each set 2 3070
gear with keeps for uPVC sliding window
8753 Stainless Steel (SS - 304) with adjustable double nylon 105 each 4 420
roller (weight bearing capacity to be 120 Kg) for uPVC
sliding window
LABOUR
TOTAL 20982.98
TOTAL 21192.81
TOTAL 24170.4
TOTAL 27795.96
Cost of 3.60 sqm 28073.92
Cost of 1.00 sqm 7798.31
Say 7798.3
9.147E Providing and fixing factory made uPVC white colour sliding glazed window above 1.50 m in height
9.147E.2 dimension comprising
Two track four of uPVCwindow
panels sliding multi-chambered frame
made of (big with
series) in-built
frame 67 xroller
50 mm track and 46
x 62 mm both
Unit beadQty of appropriate
Total
= 7.20 sqm.
MATERIAL
8142 uPVC extruded inline adaptor of appropriate dimension 98 metre 2.4 235.2
for big series sliding window sash i/c 5% wastage

5% wastage
8118 Zinc alloy (white powder coated) handles along with zinc 1535 each set 2 3070
gear with keeps for uPVC sliding window
sliding window
8754 Zinc alloy (white powder coated) cresent lock for uPVC 110 each 2 220
sliding window
LABOUR
TOTAL 36505.84
TOTAL 36870.9
TOTAL 42051.26
TOTAL 48358.95
Cost of 7.20 sqm 48842.54
Cost of 1.00 sqm 6783.69
Say 6783.7
9.147F Providing and fixing factory made uPVC white colour sliding glazed door comprising of uPVC multi-
9.147F.1 chambered
Two track twoframe withsliding
panels in-built roller
door track
made of and
(big sash extruded
series) profiles
frame 67 x 50 mmduly&reinforced with
sash 46 x 82 mm1.60 ± 0.2
both
Unit beadQty of appropriate
Total
Detail of cost for sliding door size 2.00 x2.10 m = 4.20
sqm.
MATERIAL
8134 uPVC extruded (big series) 2 track sliding door frame 424 metre 8.61 3650.64
8143 uPVC extruded 2 track sliding door sash (big series) size 385 metre 12.6 4851
46x82mm i/c 5% wastage
big series sliding door sash i/c 5% wastage
for big series of sliding door Sash i/c 5% wastage

big series sliding door frame (2 track sliding door frame
i/c 5% wastage)
3994 Galvanized iron (1.6 ± 0.2 mm) thick reinforcement for 90 metre 12 1080
big
series sliding door sash (2 track sliding door sash i/c 5% 12
wastage)
7390 EPDM Gasket for uPVC door i/c 5% wastage 15 metre 23.08 346.2
8773 Wool pile/ weather pile strip for uPVC sliding door i/c 5% 20 metre 29.43 588.6
wastage
8119 Zinc alloy (white powder coated) handles with key along 1265 each set 2 2530
with zinc plated mild steel multi point locking having
transmission gear with keeps for uPVC sliding door
sliding door
LABOUR
162 Labour for fabrication of uPVC extruded sliding doors 534 sqm 4.2 2242.8
163 Labour for installation of uPVC extruded sliding doors 773 sqm 4.2 3246.6
TOTAL 21604.93
TOTAL 21820.98
TOTAL 24886.83
TOTAL 28619.85
Cost of 4.20 sqm 28906.05
Cost of 1.00 sqm 6882.39
Say 6882.4
9.147F.2 chambered frame
Two track four withsliding
panels in-built roller
door track
made ofand
(bigsash extruded
series) profiles
frame 67 duly&reinforced
x 50 mm with
sash 46 x 82 mm1.60 ± 0.2
both
Code having wall
Description thickness of 2.3 ± 0.2 mm and single glazing bead / double
Rate glazing
Unit bead of
Qty appropriate
Total
Detail of cost for uPVC sliding door size 4.00 x 2.10 m =
8.40 sqm.
MATERIAL
8143 uPVC extruded 2 track sliding door sash (big series) size 385 metre 25.42 9786.7
8142 uPVC extruded inline adaptor of appropriate dimension 98 metre 2.1 205.8
for big series sliding door sash
for big series of sliding door Sash
i/c 5% wastage)
big series sliding door sash (2 track sliding door sash i/c
5% wastage)
7390 EPDM Gasket for uPVC door i/c 5% wastage 15 metre 46.6 699
wastage
sliding door
8754 Zinc alloy (white powder coated) cresent lock for uPVC 110 each 2 220
sliding
door 2
LABOUR
TOTAL 38554.59
TOTAL 38940.14
TOTAL 44411.23
TOTAL 51072.91
Cost of 8.40 sqm 51583.64
Cost of 1.00 sqm 6140.91
Say 6140.9
9.147F.3 chambered
Three track frame with in-built
three panels slidingroller
door track
madeand sashseries)
of (big extruded profiles
frame 116 x duly
45 mmreinforced with
& sash 46 x 821.60
mm±both
0.2
Code having wall
Description thickness of 2.3 ± 0.2 mm and single glazing bead/ double
Rate glazing
Unit bead of
Qty appropriate
Total
6.30 sqm.
MATERIAL
for big series of sliding door i/c 5% wastage

big series sliding door frams (3 track sliding door frame
i/c 5% wastage)
5% wastage)
wastage
sliding door
LABOUR
TOTAL 32680.88
TOTAL 33007.69
TOTAL 37645.27
TOTAL 43292.06
Cost of 6.30 sqm 43724.98
Cost of 1.00 sqm 6940.47
Say 6940.45
9.147F.4 chambered
Three track frame with in-built
three panels slidingroller
door track and
with fly sashS.S
proof extruded profiles
wire mesh (Twoduly
nos.reinforced withno.
glazed & one 1.60 ± 0.2
wire
Code mesh panels)
Description made of (big series) frame 116 x 45 mm & sash 46
Ratex 82 mm both
Unit having
Qty wall thickness
Total
4.20 sqm
MATERIAL
for big series of sliding door Sash i/c 5% wastage

i/c 5% wastage)
3994 Galvanized iron (1.6 ± 0.2 mm) thick reinforcement for 90 metre 18 1620
5% wastage)
wastage
for wire mesh shutter
sliding door
LABOUR
TOTAL 27520.6
TOTAL 27795.81
TOTAL 31701.12
TOTAL 36456.29
Cost of 4.20 sqm 36820.85
Cost of 1.00 sqm 8766.87
Say 8766.85
9.148 Providing and fixing stainless steel (SS-304 grade) friction hinges to the side/top hung uPVC windows,
9.148.1 of approved
200 x 19 x 1.9quality,
mm with necessary stainless steel screws etc. as per direction of Engineer-in-charge.
MATERIAL
8755 Stainless steel friction hinge of size 200 mm x 19 x 1.9 212 each 10 2120
mm for uPVC windows
8647 Stainless steel screws 30mm x4mm. 35.84 100 Nos 0.4 14.34

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 2330.39
TOTAL 2353.69
TOTAL 2684.38
TOTAL 3087.04
Cost of 1 No 311.79
Say 311.8
9.148.2 of approved
MATERIAL
mm for uPVC windows

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 2580.39
TOTAL 2606.19
TOTAL 2972.36
TOTAL 3418.21
Cost of 1 No 345.24
Say 345.25
9.148.3 of approved
MATERIAL
mm for uPVC windows

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 2810.39
TOTAL 2838.49
TOTAL 3237.3
TOTAL 3722.9
Cost of 1 No 376.01
Say 376
9.148.4 of approved
MATERIAL
mm for uPVC windows

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 3820.39
TOTAL 3858.59
TOTAL 4400.72
TOTAL 5060.83
Cost of 1 No 511.14
Say 511.15
9.148.5 of approved
MATERIAL
mm for uPVC windows

LABOUR
114 Beldar 645 day 0.14 90.3
TOTAL 3860.39
TOTAL 3898.99
TOTAL 4446.8
TOTAL 5113.82
Cost of 1 No 516.5
Say 516.5
9.149 Providing and fixing casement handle made of zinc alloyed (white powder coated) for uPVC casement
Code window with necessary screws etc. complete.
MATERIAL
uPVC windows
9999 Sundries(Screws) 2.12 L.S. 3 6.36
LABOUR
TOTAL 1409.36
TOTAL 1423.45
TOTAL 1623.44
TOTAL 1866.96
Cost of 1 No 188.56
Say 188.55
9.15 Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with
Code necessary screws etc. complete.
MATERIAL
8751 Zinc alloy (white powder coated) Touch Lock for uPVC 114 each 10 1140
windows
LABOUR
TOTAL 1249.36
TOTAL 1261.85
TOTAL 1439.14
TOTAL 1655.01
Cost of 1 No 167.16
Say 167.15
9.151 Providing and fixing steel roller for uPVC sliding window with necessary screws etc. complete.
MATERIAL
8752 Zinc alloy rollers for uPVC windows 60 each 10 600
LABOUR
TOTAL 709.36
TOTAL 716.45
TOTAL 817.11
TOTAL 939.68
Cost of 1 No 94.91
Say 94.9
9.152 Providing and fixing steel roller for uPVC sliding door with necessary screws etc. complete.
MATERIAL
8753 Zinc alloy rollers for uPVC door 105 each 10 1050
LABOUR
TOTAL 1159.36
TOTAL 1170.95
TOTAL 1335.47
TOTAL 1535.79
Cost of 1 No 155.12
Say 155.1
9.153 Providing and fixing steel (white power coated) crescent lock for uPVC sliding window/ door with
Code necessary screws etc. complete.
MATERIAL
8754 Zinc alloy (white powder coated) casement lock for uPVC 110 each 10 1100
windows
LABOUR
TOTAL 1209.36
TOTAL 1221.45
TOTAL 1393.06
TOTAL 1602.02
Cost of 1 No 161.8
Say 161.8
9.154 Providing and fixing frame work for partitions/ wall lining etc. made of 50x50x1.6 mm hollow MS
Code tube, placed along the walls, ceiling and floor in a grid pattern
Description with spacing
Rate Unit@ 60 cm
Qtycentre toTotal
centre
Details of cost for 2.4x2.4 m panel=5.76m²
or 58.35 Kg
MATERIAL
M.S.Pipe section @ 10.13 kg/sqm=58.35 Kg+
Add 5% wastage = 2.92 Kg
Total = 61.27 Kg
4009 Mild steel tubes hot finished welded type 60 kg 61.27 3676.2
8776 Stainless steel dash fastener of 8 mm dia and 75 mm 17 each 20 340
long bolt
Steel primer
5 x 2 x 2.40 x 0.05 x 4 = 4.80 sqm
13.50.3 Rate as per Item No.13.50.3 of SH:FINISHING 55.5 sqm 4.8 266.4
LABOUR
116 Fitter (grade 1) 784 day 0.4 313.6
114 Beldar 645 day 1.23 793.35
100 Bandhani 714 day 0.06 42.84
9999 Sundries 2.12 L.S. 33.56 71.15
TOTAL 5881.96
(5881.96 - 266.4) = 5615.56
TOTAL 5938.12
on (5938.12 - 266.4) = 5671.72 x 0.1405
TOTAL 6735
except (A) i.e. on (6735 - 266.4) = 6468.6
TOTAL 7705.29
(7705.29 - 266.4) = 7438.89
Cost of 58.35 kg 7779.68
Cost of 1 kg 133.33
Say 133.35
9.155 Providing and fixing panelling or paneling and glazing in panelled or panelled and glazed shutters for
Code doors, windows and clerestory windows ( area of opening forRate
Description panel inserts
Unitexcluding
Qtyportion Total
inside
Detail of cost for a door with 2/3rd paneling.
200 x 108 cm = 2.16 sqm
Pannel area 4x45.1x36.55cm = 0.66 sqm
MATERIAL
Both side laminated 12mm thick
MDF Board 4x47.2x38.65 cm = 0.73 sqm
Adding 10% wastage = 0.07 sqm
Total= 0.80 sqm
2484 Pre-laminated with decorative lamination on both side 469 sqm 0.8 375.2
exterior Grade - I MDF Board 12 mm thick confirming to
IS:14587
9999 Sundries (Carriage of MDF board) 2.12 L.S. 1.82 3.86
LABOUR
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 835.31
TOTAL 843.66
TOTAL 962.19
TOTAL 1106.52
Cost of 0.66 sqm. 1117.59
Say 1693.3
9.156 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I)
9.156.1 IS:14587:1998
Pre-laminated marked, to frame,
with decorative backing or
lamination onstudding with
both side screws
exterior etc. complete
Grade ( Frames,
- I MDF Board 12 mmbacking
thick or
Code confirming to IS:14587
Detail of cost for 350x200 cm = 7sqm
MATERIAL
12 mm thick both side laminated board = 7.00 sqm
Add for wastage @5% = 0.35 sqm
Total= 7.35 sqm
IS:14587
LABOUR
114 Beldar 645 day 1 645
TOTAL 4820.46
TOTAL 4868.66
TOTAL 5552.71
TOTAL 6385.62
Cost of 7.00 sqm. 6449.48
Say 921.35
9.156 Providing and fixing Pre -laminated medium density fibre board exterior grade (Grade-I)
9.156.2 IS:14587:1998
Pre-laminated marked, to frame,
with decorative backing or
lamination onstudding with
both side screws
exterior etc. complete
Grade ( Frames,
- I MDF Board 18 mmbacking
thick or
Code confirming to IS:14587
Detail of cost for 350x200 cm = 7 sqm
MATERIAL
18 mm thick both side laminated board = 7.00 sqm
Add for wastage @5% = 0.35 sqm
Total= 7.35 sqm
IS:14587
LABOUR
114 Beldar 645 day 1 645
TOTAL 5862.69
TOTAL 5921.32
TOTAL 6753.27
TOTAL 7766.26
Cost of 7.00 sqm. 7843.92
Say 1120.55
9.157 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side
9.157.1 decorative lamination
Pre-laminated other side
with decorative balancingone
lamination lamination
side andGrade-I(exterior grade)
other side balancing in shelvesexterior
lamination with screws
Grade
Code -Description
I MDF Board 18 mm thick confirming to IS:14587 Rate Unit Qty Total
Detail of cost for 4 Nos. 75x20 cm shelves = 0.60 sqm
MATERIAL
18 mm Thick MDF Board out side laminated = 0.60 sqm

Total= 0.63 sqm
2488 Pre-laminated with decorative lamination one side and 582 sqm 0.63 366.66
other side balancing lamination exterior Grade - I MDF
Board 18 mm thick confirming to IS:14587
PVC edge bending tape 2.00 mm thick 4X0.75 =3.00

metre
2489 PVC edge bending tape 2.00 mm thick 21 metre 3 63
LABOUR
114 Beldar 645 day 0.06 38.7
TOTAL 565.37
TOTAL 571.02
TOTAL 651.25
TOTAL 748.94
Cost of 0.60 sqm. 756.43
Say 1260.7
9.157 Providing and fixing Pre-laminated medium density fibre board IS: 14587:1998 marked, with one side
9.157.2 decorative lamination
Pre-laminated other side
with decorative balancingone
lamination lamination
side andGrade-I(exterior grade)
other side balancing in shelvesexterior
lamination with screws
Grade
Code -Description
I MDF Board 25 mm thick confirming to IS:14587 Rate Unit Qty Total
Detail of cost for 4 Nos. 75x20 cm
shelves = 0.60 sqm
MATERIAL
25 mm Thick MDF Board outside laminated = 0.60 sqm

Total= 0.63 sqm
PVC edge bending tape 2.00 mm thick 4X 0.75 =3.00

metre
LABOUR
114 Beldar 645 day 0.06 38.7
TOTAL 753.15
TOTAL 760.68
TOTAL 867.56
TOTAL 997.69
Cost of 0.60 sqm. 1007.67
Say 1679.45
9.158 Providing and fixing in wall lining medium density fibre board IS: 14587:1998 marked, Pre-laminated
9.158.1 onemm
12 sidethick.
decorative lamination and other side balancing lamination, with necessary fixing
MATERIAL
12 mm thick MDF Board Grade-I ,one side laminated =
10.00
sqm
Add wastage @10 % = 1.00 sqm
Total= 11.00 sqm
2487 Pre-laminated with decorative lamination one side and 439 sqm 11 4829

LABOUR
114 Beldar 645 day 1.43 922.35
TOTAL 7960.98
TOTAL 8040.59
TOTAL 9170.29
TOTAL 10545.83
Cost of 10.00 sqm. 10651.29
Say 1065.15
9.158.2 onemm
18 sidethick.
MATERIAL
10.00 sqm
Total= 11.00 sqm

LABOUR
114 Beldar 645 day 1.43 922.35
TOTAL 9533.98
TOTAL 9629.32
TOTAL 10982.24
TOTAL 12629.58
Cost of 10.00 sqm. 12755.88
Say 1275.6
9.158.3 onemm
25 sidethick.
MATERIAL
10.00 sqm
Total= 11.00 sqm

LABOUR
114 Beldar 645 day 1.43 922.35
TOTAL 12778.98
TOTAL 12906.77
TOTAL 14720.17
TOTAL 16928.2
Cost of 10.00 sqm. 17097.48
Say 1709.75
9.159 Providing and fixing 25mm thick pre-laminated medium density fibre board exterior grade ( Grade-I)
Code IS:14587:1998 marked with one side decorative and other side
Description balancingUnit
Rate lamination
Qtyfor cupboard
Total
Details of cost for 2.20 sqm (2.20 m x 1.00 m)
MATERIAL

PVC edge bending tape 2.00 mm thick
2x(2.20+1.00)=6.40 metre
2489 PVC edge bending tape 2.00 mm thick 21 metre 6.4 134.4
Fitting for a door of 2.20 m x1.00 m
Total = 2( 2.20) = 4.40 metre
608 Nickel plated bright finished mild steel piano hinges 1 39 metre 4.4 171.6
mm thick 25 mm wide
639 Bright finished or black enameled mild steel screws 25 40 100 Nos 1.25 50
mm
LABOUR
114 Beldar 645 day 0.55 354.75
TOTAL 3109.21
TOTAL 3140.3
TOTAL 3581.51
TOTAL 4118.74
Cost of 2.20 sqm. 4159.93
Say 1890.9
9.16 Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I)
9.160.1 conforming
18 mm thick.to IS: 14587:1998 marked, with (one side decorative and other side balancing lamination
Detail of cost for skirting 200 mm wide & 30 m long
Area 0.20 mx30 m = 6.0 sqm

Add wastage @ 10 % = 0.60 sqm
Total = 6.60 sqm
MATERIAL

9999 Sundries (Labour for drilling hole) 2.12 L.S. 130 275.6
LABOUR
114 Beldar 645 day 0.86 554.7
9999 Sundries ( screws and sand paper) 2.12 L.S. 53.82 114.1
TOTAL 8226.57
TOTAL 8308.84
TOTAL 9476.23
TOTAL 10897.66
Cost of 6.00 sqm. 11006.64
Say 1834.45
9.16 Providing and fixing skirting with Pre-laminated medium density fibre board exterior grade (Grade-I)
9.160.2 conforming
25 mm thick.to IS: 14587:1998 marked, with (one side decorative and other side balancing lamination
Detail of cost for skirting 200 mm wide & 30 m long
Area 0.20 mx30 m = 6.0 sqm

Add wastage @ 10 % = 0.60 sqm
Total = 6.60 sqm
MATERIAL

9999 Sundries (Labour for drilling hole) 2.12 L.S. 130 275.6
LABOUR
114 Beldar 645 day 0.86 554.7
9999 Sundries ( screws and sand paper) 2.12 L.S. 53.82 114.1
TOTAL 10173.57
TOTAL 10275.31
TOTAL 11718.99
TOTAL 13476.84
Cost of 6.00 sqm. 13611.61
Say 2268.6
9.161 Providing and fixing fire resistant door frame of section 50 x 60 mm on horizontal side & 35 x 60 mm
Code on vertical sides having built in rebate made out of 1.6 mm thick
Description RateGI sheet ( Zinc coating
Unit Qty not less than
Total
Details of cost for 5.81 metre (2.05+1.71+2.05) (Door
size-
1710 x 2050 mm)
MATERIAL:
8017 Fire Rated door Frame made with 1.6 mm thick G.I. 1200 metre 5.81 6972
Sheet (120 minutes)
LABOUR:
9999 Sundries and carriage ( Fasteners, sims, 2.12 L.S. 250 530
Hole Plugs etc) 250
TOTAL 7777.6
TOTAL 7855.38
TOTAL 8959.06
TOTAL 10302.92
Say 1791.05
9.162 Providing and fixing 60 mm thick glazed fire resistant door shutters of 120 min Fire Rating confirming
Code to IS:3614 (Part II) or EN1634-1:1999, tested and certified as Rate
Description per laboratory
Unitapproved
Qty by Engineer-in-
Total
Details of cost for 3.50 sqm (Door size- 1710 x 2050 mm)
material
MATERIAL:
8018 Fire Rated door shutter made with 1.6 mm thick Sheet 6000 sqm 3.5 21000
(120 minutes), including hinges but without glass panels
but including wastages
8101 Stainless steel ball bearing hinges of size 100x89x3mm 450 each 8 3600
LABOUR:
9999 Sundries and carriage 2.12 L.S. 280 593.6
TOTAL 25469.2
TOTAL 25723.89
TOTAL 29338.1
TOTAL 33738.82
Cost of 3.5 sqm 34076.21
Say 9736.05
9.163 Providing and fixing non load bearing fixed frame for fire resistant glazed Partition for 120 minutes
Code Fire Rating, made out to a profile of dimension 60mm x 70 mm
Description of 1.6 mm
Rate thick galvanised
Unit Qty steel sheet
Total
Details of cost for 5.81 metre (2.05+1.71+2.05) (Door
size- 1710 x 2050 mm)
MATERIAL:
8017 Fire Rated door Frame made with 1.6 mm thick G.I. 1200 metre 5.81 6972
Sheet (120 minutes)
LABOUR:
9999 Sundries and carriage ( Fasteners, sims, Hole Plugs etc) 2.12 L.S. 250 530
TOTAL 7777.6
TOTAL 7855.38
TOTAL 8959.06
TOTAL 10302.92
Cost of 5.81 mtere 10405.95
Say 1791.05
9.164 Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I.
Code beading made out of 1.6 mm thick G.I. sheet (zinc coating notRate
Description less than 120
Unitgm/m²) of size 20 Total
Qty x 33 mm
Details of cost for glazing portion 2.46 sqm (Door size
1710 mm x 2050 mm)
Glazing area- 2x0.679x1.808= 2.46 sqm
MATERIAL:
2640 Glass panes of required thickness having 120 minutes of 25500 sqm 2.46 62730
fire resistance both integrity and radiation control
(EW120) and minimum 20 minutes of insulation (EI 20)
2641 G.I. U beading of 1.6 mm thick G.I. Sheet with M4x38mm 250 metre 9.91 2477.5
SS screws
2642 Ceramic tape 5x20 mm size 400 metre 19.82 7928
LABOUR:
9999 Sundries and carriage & Calcium Silicate Blocks 2.12 L.S. 10 21.2
TOTAL 73538.3
TOTAL 74273.68
TOTAL 84709.13
TOTAL 97415.5
Cost of 2.46 sqm 98389.66
Say 39995.8
9.165 Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with
9.165.1 necessary
125 mm screws etc all complete.
Details of cost for ten nos (125 mm)
MATERIAL
554 Stainless steel fancy handles (125mm) for kitchen cabinet 640 10 Nos 1 640
8214 SS screws 20mm 150 100 Nos 0.4 60

LABOUR
TOTAL 750.9
TOTAL 758.41
TOTAL 864.97
TOTAL 994.72
Cost for 10nos 1004.67
Cost for1 no 100.47
Say 100.45
9.165.2 necessary screws etc all complete.
100mm
MATERIAL
8214 SS screws 20mm 150 100 Nos 0.4 60

LABOUR
TOTAL 565.9
TOTAL 571.56
TOTAL 651.86
TOTAL 749.64
Cost for1 no 75.71
Say 75.7
9.165.3 necessary
75 mm screws etc all complete.
MATERIAL
8214 SS screws 20mm 150 100 Nos 0.4 60

LABOUR
TOTAL 365.9
TOTAL 369.56
TOTAL 421.48
TOTAL 484.7
Cost for1 no 48.96
Say 48.95
9.166 Providing and fixing 18mm thick both sides Pre-laminated cement bonded wood particle board as per
9.166.1 IS :mm
18 15786:2008
thick of approved brand and shade with suitable full threaded steel screws etc. in
MATERIAL
4x75x20cm = 0.60sqm.
Total = 0.63 sqm
2495 18mm thick both sides Pre-laminated cement bonded 650 sqm 0.63 409.5
wood particle board as per IS : 15786:2008
LABOUR
114 Beldar 645 day 0.06 38.7
TOTAL 545.21
TOTAL 550.66
TOTAL 628.03
TOTAL 722.23
Cost of 0.60 sqm. 729.45
Say 1215.75
9.167 Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per
Code IS : 15786:2008 of approved brand and shade with suitable full
Description RatethreadedUnit
steel screws
Qty etc. on the
Total
MATERIAL
6mm thick board = 7.00sqm.+ Add wastage @ 5% = 0.35
sqm.
Total = 7.35 sqm
2496 6mm thick both sides Pre-laminated cement bonded 455.6 sqm 7.35 3348.66
wood particle board as per IS : 15786:2008
LABOUR
114 Beldar 645 day 1 645
TOTAL 4721.97
TOTAL 4769.19
TOTAL 5439.26
TOTAL 6255.15
Say 902.55
9.168 Providing and fixing cupboard shutter with 19mm thick one side decorative and other side balancing
Code lamination factory pressed BWP grade marine ply as per IS 710
Description of approved
Rate UnitbrandQty
including 2mm
Total
MATERIAL
2497 19mm thick prelaminated ply 2.20sqm.+ Add wastage @ 1500 sqm 2.31 3465
5% = 0.11 sqm. Total = 2.31 sqm
9977 Carriage of shutter 2.12 L.S. 29.64 62.84
2489 PVC edge bending tape 2 X (2.00+1.10)= 6.20 metre 21 metre 6.2 130.2
LABOUR
For fixing shutter and PVC edge bending tape
114 Beldar 645 day 0.4 258
TOTAL 4215.64
TOTAL 4257.8
TOTAL 4856.02
TOTAL 5584.42
Say 2563.75
9.169 Providing and fixing 19mm thick both side balancing lamination factory pressed BWP grade marine ply
Code as per IS 710 of approved brand boxes,shelves,racks,almirah,cupboard
Description Rate and
UnitdrawerQty
etc. including
Total
MATERIAL
4x75x20cm = 0.60sqm.
Total = 0.63 sqm
2498 19mm thick both side balancing lamination factory 1450 sqm 0.63 913.5
pressed BWP grade marine ply as per IS 710

LABOUR
114 Beldar 645 day 0.06 38.7
TOTAL 1049.21
TOTAL 1059.7
TOTAL 1208.59
TOTAL 1389.88
Cost of 0.60 sqm. 1403.78
Say 2339.65
9.17 Providing and fixing stainless steel fancy handle of approved make fixed with SS screws etc. complete
9.170.1 as per
200 mmdirection of Engineer-in-charge.
MATERIAL
8227 Stainless steel fancy handle 1000 10 Nos 1 1000
8212 SS screws 30mm 230 100 Nos 0.4 92

LABOUR
TOTAL 1144.83
TOTAL 1156.28
TOTAL 1318.74
TOTAL 1516.55
Cost of 1 no 153.17
Say 153.15
9.171 Providing and fixing stainless steel soft closing spring hinges at 0 degree hinges (hydraulic type) of
approved make/brand to cupboard shutters with full threaded steel screws including making
MATERIAL
8228 Soft closing stainless steel hinges 1550 10 Sets 1 1550
8212 SS screws 30mm 230 100 Nos 0.4 92

LABOUR
TOTAL 1694.83
TOTAL 1711.78
TOTAL 1952.29
TOTAL 2245.13
Cost of 1 no 226.76
Say 226.75
9.172 Providing and fixing stainless steel soft closing heavy type telescopic drawer channels of approved
Code make 500 mm long with screws etc. complete as per directions
Description of Engineer-
Rate Unitin-charge.
Qty Total
Details of cost for 10 sets.
MATERIAL
8229 Stainless steel telescopic drawer channels 500mm long . 535 set 10 5350
9977 CARRIAGE 2.12 L.S. 19.5 41.34

TOTAL 5603.55
TOTAL 5659.59
TOTAL 6454.76
TOTAL 7422.97
Cost for 1 set 749.72
Say 749.7
9.173 Providing and fixing ready made 304 grade stainless steel Modular kitchen basket and accessories
Code such as right angle basket (Plain Cup & Saucer, plant, Partition,
Description Bottle rack,
Rate UnitThali, Cutlery)
Qty kitchen
Total
Details of cost for 2kg
MATERIAL
Qty= 2kg +
Add wastage @ 5% = 0.10
Total = 2.1 kg
8230 Stainless steel (Grade-304) basket (readymade) 260 kg 2.1 546
9999 Stainless steel nuts & SS screws etc. 2.12 L.S. 7.5 15.9
LABOUR
For fixing
114 Beldar 645 day 0.05 32.25
TOTAL 633.35
TOTAL 639.68
TOTAL 729.56
TOTAL 838.99
Cost of 2 kg 847.38
Cost of 1 kg. 423.69
Say 423.7
9.174 Providing and fixing 2mm thick 16 to 19mm wide PVC edge binding tape of approved quality for
Code cupboard/wardrobe shutters including necessary synthetic resin
Description Ratehot pressed
Unit to edges
Qty on binding
Total
MATERIAL
2489 PVC edge binding tape 21 metre 10 210
LABOUR
114 Beldar 645 day 0.05 32.25
TOTAL 287.24
TOTAL 290.11
TOTAL 330.87
TOTAL 380.5
Cost of 10metre 384.31
Say 38.45
10.1 Structural steel work in single section, fixed with or without connecting plate, including cutting,
Code hoisting, fixing in position and applying a priming coat of approved
Description Rate steelUnit
primer allQty
complete. Total
Details of cost for one qunital
MATERIAL
Steel = 1.00q
Add wastage @ 5% = 0.05q
Total = 1.05q

LABOUR
116 Fitter (grade 1) 784 day 0.5 392
114 Beldar 645 day 1 645
Priming Coat
13.50.3 Rate as per Item Number 13.50.3 of 55.5 sqm 3 166.5
SH:Finishing 3
9999 Sundries 2.12 L.S. 20.67 43.82
TOTAL 6995.62
(6995.62 - 166.5) = 6829.12
TOTAL 7063.91
on (7063.91 - 166.5) = 6897.41 x 0.1405
TOTAL 8033
except (A) i.e. on (8033 - 166.5) = 7866.5
TOTAL 9212.98
(9212.98 - 166.5) = 9046.48
Cost of 1qunital 9303.44
Cost of 1 Kg. 93.03
Say 93.05
10.2 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,
Code including cutting, hoisting, fixing in position and applying a priming
Description Rate coatUnit
of approved
Qtysteel primer
Totalall
Details of cost for a truss 7.6m clear span (weight = 3.95
quintal)
MATERIAL
(i) Principal rafter (T-iron)
100x100x10mm @15kg/m = 142.50Kg+
Struts (angles)40x40x6mm
2x1.35=2.70m @ 3.5kg/m = 9.45kg
Total =151.95kg+
Add wastage @ 5% = 7.60kg
Total = 159.55kg. = 1.60q
1007 Structurals such as tees,angles channels and R.S. joists 4950 quintal 1.6 7920
(ii) Ties (flats) 50x12mm

2x2.7 = 5.4m @4.7kg/m = 25.38kg+
Ties central (flats) 50x10mm
1x2.28 = 2.8m @3.90kg/m = 10.92kg.+
Braces (flats)40x10mm
2x1.84 = 3.68m @3.9kg/m = 14.35kg.
Total = 50.65kg+
Total = 53.18kg. = 0.53q
1009 Flats exceeding 10 mm in thickness 4950 quintal 0.53 2623.5
(iii) Gusset plates 10mm thick
1x0.74x0.35m = 0.259sqm.+
shoe 4x0.46x0.46 = 0.845sqm.
Total = 1.104 sqm.
1.104sqm.@ 78.4kg/m = 86.55kg.
12mm plates at the point of principal rafter and strut-
2x0.3x0.2 = 0.12sqm.+
Tie beam, brace and strut-
2x0.5x0.3 = 0.30sqm.+
Sole plates-
2x0.46x0.46 = 0.42sqm.+
Anchor plate-
2x0.46x0.1 = 0.09sqm.
Total = 0.93 sqm.
Say 1.00 sqm.
1.0sqm. @ 94.4kg/m = 94.40kg.
Total = 180.95kg.
Total = 190.00kg or 1.90q
1010 Mild steel plates 5400 quintal 0.0602 325.08
(iv) 16mm dia. 50mm long rivets = 56 nos @ 0.10753
kg/each =
6.02168 kgs or 0.0602 quintal
1020 Mild steel rivets 5100 quintal 0.0485 247.35
(v) 20mm dia. (460mm long) holding down bolts with
nut and
washers, 4 Nos. @ 1.2125 kg/each = 4.85 kgs or 0.0485
quintal
1221 20 mm dia holding down bolts 6100 quintal 0.0529 322.69

(0.160+0.053+0.091 +0.099+
0.007+0.005)
=0.415 tonne
LABOUR
116 Fitter (grade 1) 784 day 2.7 2116.8
114 Beldar 645 day 3.6 2322
100 Bandhani 714 day 0.44 314.16
Applying priming coat-
T.Iron 9.5x0.4 = 3.80sqm.+
Struts 2.70x0.16 = 0.43sqm.+
Ties 5.4x0.124 = 0.67sqm.+
Braces 2x1.84x0.12 = 0.44 sqm.+
Ties 2.8x0.12 = 0.34 sqm.
Total = 5.68 sqm.
9999 Sundries 2.12 L.S. 80.73 171.15
TOTAL 23164.44
(23164.44 - 315.24) = 22849.2
TOTAL 23392.93
on (23392.93 - 315.24) = 23077.69 x 0.1405
TOTAL 26635.35
except (A) i.e. on (26635.35 - 315.24) = 26320.11
TOTAL 30583.37
(30583.37 - 315.24) = 30268.13
Cost for 3.95 quintal 30886.05
Cost of per kg. 78.19
Say 78.2
10.2A Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,
Code including cutting, hoisting, fixing in position and applying a priming
Description Rate coatUnit
of approved
Qtysteel primer
Totalall
Details of cost for a truss 7.6m clear span (weight = 3.95
quintal)
MATERIAL
(i) Principal rafter (T-iron)
100x100x10mm @15kg/m = 142.50Kg+
Struts (angles)40x40x6mm
2x1.35=2.70m @ 3.5kg/m = 9.45kg
Total =151.95kg+
Total = 159.55kg. = 1.60q
(ii) Ties (flats) 50x12mm

2x2.7 = 5.4m @4.7kg/m = 25.38kg+
Ties central (flats) 50x10mm
1x2.28 = 2.8m @3.90kg/m = 10.92kg.+
Braces (flats)40x10mm
2x1.84 = 3.68m @3.9kg/m = 14.35kg.
Total = 50.65kg+
Total = 53.18kg. = 0.53q
1009 Flats exceeding 10 mm in thickness 4950 quintal 0.53 2623.5
(iii) Gusset plates 10mm thick
1x0.74x0.35m = 0.259sqm.+
shoe 4x0.46x0.46 = 0.845sqm.
Total = 1.104 sqm.
1.104sqm.@ 78.4kg/m = 86.55kg.
12mm plates at the point of principal rafter and strut-
2x0.3x0.2 = 0.12sqm.+
Tie beam, brace and strut-
2x0.5x0.3 = 0.30sqm.+
Sole plates-
2x0.46x0.46 = 0.42sqm.+
Anchor plate-
2x0.46x0.1 = 0.09sqm.
Total = 0.93 sqm.
Say 1.00 sqm.
1.0sqm. @ 94.4kg/m = 94.40kg.
Total = 180.95kg.
Total = 190.00kg or 1.90q
(iv) 16mm dia. 50mm long rivets = 56 nos @ 0.10753
kg/each =
6.02168 kgs or 0.0602 quintal
1020 Mild steel rivets 5100 quintal 0.0485 247.35
(v) 20mm dia. (460mm long) holding down bolts with
nut and
washers, 4 Nos. @ 1.2125 kg/each = 4.85 kgs or 0.0485
quintal
1221 20 mm dia holding down bolts 6100 quintal 0.0529 322.69

(0.160+0.053+0.091 +0.099+
0.007+0.005)
=0.415 tonne
LABOUR
116 Fitter (grade 1) 784 day 2.7 2116.8
114 Beldar 645 day 3.6 2322
100 Bandhani 714 day 0.44 314.16
T.Iron 9.5x0.4 = 3.80sqm.+
Struts 2.70x0.16 = 0.43sqm.+
Ties 5.4x0.124 = 0.67sqm.+
Braces 2x1.84x0.12 = 0.44 sqm.+
Ties 2.8x0.12 = 0.34 sqm.
Total = 5.68 sqm.
13.50.3A Rate as per item no 13.50.3A of SH : Finishing 41.5 sqm 5.68 235.72
9999 Sundries 2.12 L.S. 80.73 171.15
Cost for 3.95 quintal 23084.92
Cost of per kg. 58.44
Say 58.45
10.3 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and
Code braced with flat iron diagonals 20x5 mm size, with top and bottom
Description Rate rail ofUnit
T-iron 40x40x6
Qty mm,Total
with 40
Details of cost for a gate 2.4mx1.5m = 3.6sqm.
MATERIAL
M.S. channels 18 Nos. on both sides
20x10x2mm @ 0.56kg/m
2x18x2.4 = 86.40m+
Add wastage @ 10% = 8.64m
Total = 95.04m
95.04m@0.56kg/m =53.22kg=0.53q
M.S. Tee-40x40x6mm
for bottom-1.570m+
for top = 1.725m
Total =3.295m Say 3.3m
3.3m @ 3.5kg/m = 11.55kg+
Add wastage @ 10% = 1.155 Kg.
Total = 12.705Kg. Say 0.13q
20mmx5mm flat iron diagonals 4 Nos.

4x32x0.5334 = 68.275m
68.275m @ 0.8kg/m = 54.62kg+
Add wastage @10% = 5.46kg
Total = 60.08kg = 0.60q
(0.053+0.013+0.060=0.126 tonne)
9999 Cost of rivets fixing hooks and washers 2.12 L.S. 269.1 570.49
9999 Cost of locking arrangements and handles 2.12 L.S. 67.34 142.76
4013 Pully 40 mm dia 35 each 10 350
Priming coat-
Channel - 36x0.076x2.4 = 6.57sqm.+
Tee-0.16x3.3 = 0.53sqm.+
Flats-0.05x68 = 3.40sqm.
Total = 10.50sqm.
LABOUR
116 Fitter (grade 1) 784 day 3 2352
102 Blacksmith 1st class 784 day 6 4704
103 Blacksmith 2nd class 714 day 6 4284
114 Beldar 645 day 8 5160
9999 Sundries 2.12 L.S. 161.46 342.3
TOTAL 25432.66
(25432.66 - 582.75) = 24849.91
TOTAL 25681.16
on (25681.16 - 582.75) = 25098.41 x 0.1405
TOTAL 29207.49
except (A) i.e. on (29207.49 - 582.75) = 28624.74
TOTAL 33501.2
(33501.2 - 582.75) = 32918.45
Cost of 3.6sqm. 33830.38
Say 9397.35
10.4 Providing and fixing 1 mm thick M.S. sheet sliding-shutters, with frame and diagonal braces of
Code 40x40x6 mm angle iron, 3 mm M.S. gusset plates at the junctions
Description Rate and corners,
Unit 25 mmQty dia pulley,
Total
Details of cost for one double leaf door size 2.4x2.4m =
5.76sqm.
MATERIAL
(i) M.S. sheet 1mm thick
5.76sqm. @ 7.85kg/sqm. = 45.216kg.+
Total = 49.738kg = 0.497 q
1013 Mild steel sheets for tanks 4850 quintal 0.497 2410.45
(ii) Gusset plates 3.00mm thick
Area of one gusset plates
0.3x0.04 = 0.0120+
1/2x0.26(0.04+0.3) = 0.0442
Total = 0.0562sqm.+
8x0.0562 = 0.4496sqm.+
2x22/7x1/4x0.3x0.3=0.1414sqm.
Total = 0.5910sqm.
0.5910sqm.@23.55kg/sqm.=13.92kg.+
Total = 15.31kg. or 0.153q
(iii) Angle iron
40x40x6mm @ 3.5kg/m
Sides-4x2.4=9.6m+
Bottom & top 4x1.2 = 4.8m+
Diagonals-2x2.5=5.0m+
2x2.45 = 4.9m+
Top and bottom guides
2x4.8 = 9.6m
Top guide supports
7x0.8 = 2.1m
Total = 36.0m
36m @3.5kg. per m. = 126kg.+
Total = 138.6kg. or 1.39q
Channel 25x25x6mm @ 3.05kg/m

Bottom-2.4m : 2.4x3.05
Channel 40x40x6mm @ 5.56kg/m
0.5x5.56 = 2.78kg.
Total = 10.1kg.+
Total = 11.11kg. or 0.11q

(0.0497+0.015+0.139+0.11=0.2157 tonne)
9999 (iv) Pully guide blocks including drilling holes 2.12 L.S. 269.1 570.49
969 Pully 25 mm dia 48 each 8 384
9999 (vi) Handles and locking arrangements 2.12 L.S. 167.75 355.63
9999 (vii) Bolts and rivets 2.12 L.S. 269.1 570.49
9999 (viii)Cement concrete 2.12 L.S. 13.52 28.66
Priming coat-
M.S. Sheet 2x5.76 = 11.52+
Angle iron 0.16x36 = 5.76+
Channel-0.15x2.4=0.36+
0.24x0.5=0.12
Total = 17.76 Say 18.0sqm.
13.50.3 Rate as per item no 13.50.3 of SH : Finishing 55.5 sqm 18 999
LABOUR
114 Beldar 645 day 4 2580
9999 Sundries 2.12 L.S. 161.46 342.3
TOTAL 23389.58
(23389.58 - 999) = 22390.58
TOTAL 23613.49
on (23613.49 - 999) = 22614.49 x 0.1405
TOTAL 26790.83
except (A) i.e. on (26790.83 - 999) = 25791.83
TOTAL 30659.6
(30659.6 - 999) = 29660.6
Cost of 5.76 sqm. 30956.21
Say 5374.35
10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S.
10.5.1 gussetM.S.
Using plates at the
angels junctions
40x40x6 mmandforcorners,
diagonalall necessary fittings complete, including applying a priming
braces
Details of cost for a double leaf door of size
2.4mx2.4m=5.76sqm.
MATERIAL
5.76sqm. @ 7.85kg/sqm. = 45.216kg.+
Total = 49.738kg = 0.497 q
(ii) Gusset plates 3.00mm thick
Area of one gusset plates
0.3x0.04 = 0.0120+
1/2x0.26(0.04+0.3) = 0.0442
Total = 0.0562sqm.+
8x0.0562 = 0.4496sqm.+
2x22/7x1/4x0.3x0.3=0.1414sqm.
Total = 0.5910sqm.
0.5910sqm.@23.55kg/sqm.=13.92kg.+
Total = 15.31kg. or 0.153q
(iii) Angle iron:40x40x6mm @3.5kg/m
Sides-4x2.40 = 9.6m+
Top & bottom-4x1.20=4.8m+
Diagonals-2x2.5=5.0m+
2x2.45 = 4.9m+
Total = 24.30m+
Total =26.73m
26.73m @ 3.5kg. per m. = 93.56kg=0.936q

(0.0497+0.0153+0.0936 tonne) = 0.1586 t
1036 Iron pintels including welded pin 37 each 4 148
1222 Mild steel sheets with bolts and nuts to rest on pintels 120 each 4 480
1019 Mild steel hooks 32 each 2 64

9999 Locking arrangements and handles 2.12 L.S. 167.7 355.52
9999 Rivets 2.12 L.S. 269.1 570.49
Priming coat-
M.S. sheet = 11.52
Angle iron-0.16x24.3 = 3.89
Total = 15.41
LABOUR
114 Beldar 645 day 5 3225
9999 Sundries 2.12 L.S. 161.46 342.3
TOTAL 20799.41
(20799.41 - 855.26) = 19944.15
TOTAL 20998.85
on (20998.85 - 855.26) = 20143.59 x 0.1405
TOTAL 23829.02
except (A) i.e. on (23829.02 - 855.26) = 22973.76
TOTAL 27275.08
(27275.08 - 855.26) = 26419.82
Cost of 5.76 sqm. 27539.28
Say 4781.1
10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S.
10.5.2 gussetflats
Using plates at the junctions
30x6mm andbraces
for diagonal corners,
andallcentral
necessary
crossfittings
piece complete, including applying a priming
Details of cost for a double leaf door of size 2.4x2.4m =
5.76sqm.
MATERIAL
5.76sqm. @ 7.85kg/sqm. = 45.216kg.+
Total = 49.738kg = 0.497 q
(ii) Gussets plates-3.00mm thick vide (ii)
in item 10.6 = 0.5910sqm.+
at mid height = 4x0.0528 = 0.2112sqm.
Total = 0.8022sqm.+
Total =0.8824sqm.@ 23.55 kg/sqm =20.78 kg
Grand Total = 0.2078 qtl
(iii) Angle iron:40x40x6mm @3.5kg/m
Sides-4x2.40 = 9.6m+
Top & bottom-4x1.20=4.8m+
Total = 14.40m+
Total = 15.84m
15.84m @ 3.5kg. per m. = 55.44kg
= 0.554qtl
(iv) Flats 30x6mm @1.4kg/m

4x2.45=9.80m+
2x1.20=2.40m
Total = 12.20m+
Total = 13.42m
13.42m @ 1.4kg. per m. = 18.788kg.
= 0.188q
Carriage of (i) (ii) and (iv)
0.0497+0.0208+0.0554+0.0188=0.1447 tonne
1036 Iron pintels including welded pin 37 each 4 148
1222 Mild steel sheets with bolts and nuts to rest on pintels 120 each 4 480
1019 Mild steel hooks 32 each 2 64

9999 Locking arrangements and handles 2.12 L.S. 167.7 355.52
9999 Rivets 2.12 L.S. 269.1 570.49
M.S. sheet = 11.52
Angle iron-0.16x24.3 = 3.89
0.16x14.40 = 2.30+
Flats 0.072x12.2 = 0.88
Total = 14.70sqm.
LABOUR
114 Beldar 645 day 5 3225
9999 Sundries 2.12 L.S. 161.46 342.3
TOTAL 20074.8
(20074.8 - 815.85) = 19258.95
TOTAL 20267.39
on (20267.39 - 815.85) = 19451.54 x 0.1405
TOTAL 23000.33
except (A) i.e. on (23000.33 - 815.85) = 22184.48
TOTAL 26328
Add 1 % for Labour Cess on all except (A) i.e. on (26328 - 255.12
815.85) = 25512.15
Cost of 5.76 sqm. 26583.12
Say 4615.1
10.6 Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked
10.6.1 togethermm
80x1.25 through
M.S. their
laths entire length
with 1.25 mmand jointed
thick together at the end by end locks, mounted on
top cover
Details of cost for a shutter of size 3mx2.5m = 7.5sqm.
MATERIAL
973 Rolling shutter made of 80x1.25 mm machine rolled laths 1400 sqm 7.5 10500
974 Top cover for rolling shutters 1.25 mm thick 800 metre 2.5 2000
975 27.5 cm long wire spring grade no 2 for rolling shutters 300 each 1 300
9977 CARRIAGE 2.12 L.S. 53.82 114.1

LABOUR
116 Fitter (grade 1) 784 day 2.55 1999.2
114 Beldar 645 day 2.55 1644.75
9999 Sundries 2.12 L.S. 60.58 128.43
TOTAL 16866.24
TOTAL 17034.9
TOTAL 19428.3
TOTAL 22342.55
Cost of 7.5sqm. 22565.98
Say 3008.8
10.6.2 togethermm
80x1.20 through
M.S. their
laths entire length
top cover
MATERIAL
7045 Rolling shutters of 80x1.2 mm laths 1375 sqm 7.5 10312.5
7047 Top cover of Rolling shutters 1.20 mm thick 560 metre 2.5 1400
9977 CARRIAGE 2.12 L.S. 53.82 114.1

LABOUR
116 Fitter (grade 1) 784 day 2.55 1999.2
114 Beldar 645 day 2.55 1644.75
9999 Sundries 2.12 L.S. 60.58 128.43
TOTAL 16078.74
TOTAL 16239.53
TOTAL 18521.18
TOTAL 21299.36
Cost of 7.5sqm. 21512.35
Say 2868.3
10.6.3 togethermm
80x0.90 through
M.S. their
laths entire length
top cover
MATERIAL
7044 Rolling shutters of 80x0.90 mm laths 1300 sqm 7.5 9750
7046 Top cover of Rolling shutters 0.90 mm thick 450 metre 2.5 1125
9977 CARRIAGE 2.12 L.S. 53.82 114.1

LABOUR
116 Fitter (grade 1) 784 day 2.55 1999.2
114 Beldar 645 day 2.55 1644.75
9999 Sundries 2.12 L.S. 60.58 128.43
TOTAL 15241.24
TOTAL 15393.65
TOTAL 17556.46
TOTAL 20189.93
Cost of 7.5sqm. 20391.83
Say 2718.9
10.7 Providing and fixing ball bearing for rolling shutters.

Details of cost for 1 No.
976 Ball bearing for rolling shutters 260 each 1 260
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 317.05
TOTAL 320.22
TOTAL 365.21
TOTAL 419.99
Say 424.2
10.8 Extra for providing mechanical device chain and crank operation for operating rolling shutters.
10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area
977 Extra for mechanical devices chain and cranked 800 sqm 1 800
operation for operatingrolling shutters : exceeding 10.00
sq.m and upto 16.80 sq.m area of door
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 828.66
TOTAL 836.95
TOTAL 954.54
TOTAL 1097.72
Say 1108.7
10.8 Extra for providing mechanical device chain and crank operation for operating rolling shutters.
10.8.2 Exceeding 16.80 sqm in area
978 Extra for mechanical devices chain and cranked 800 sqm 1 800
operation for operating rolling shutters : exceeding
16.80 sq.m area of door
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 828.66
TOTAL 836.95
TOTAL 954.54
TOTAL 1097.72
Say 1108.7
10.9 Extra for providing grilled rolling shutters manufactured out of 8 mm dia M.S. bar instead of laths as
Code per design approved by Engineer-in- charge, (area of grill to be
Description measured).
Rate Unit Qty Total
Details of cost for a shutter of width 2.5m and grill
height 0.6m
Grill Area = 1.50sqm.
MATERIAL
7068 Extra for providing grilled rolling shutters with 8 mm dia 500 sqm 1.5 750
M.S. rod
TOTAL 750
TOTAL 757.5
TOTAL 863.93
TOTAL 993.52
Cost of 1.5sqm. 1003.46
Say 668.95
10.1 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass
panes with glazing clips and special metal- sash putty of approved make, or metal beading with
10.10.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1
Code Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal
Description Rate size) Unit Qty Total
Details of cost for one door 2x0.76m = 1.52sqm.(weight
15 kg)
MATERIAL
Cement concrete blocks 15x10x10cm = 0.009 cum
LABOUR
114 Beldar 645 day 0.5 322.5
9977 Sundries for carriage of material 2.12 L.S. 67.28 142.63
TOTAL 797.84
(797.84 - 79.59) = 718.25
TOTAL 805.02
on (805.02 - 79.59) = 725.43 x 0.1405
TOTAL 906.94
except (A) i.e. on (906.94 - 79.59) = 827.35
TOTAL 1031.04
(1031.04 - 79.59) = 951.45
Cost of 15 kg 1040.55
Cost per kg 69.37
Say 69.35
10.1 Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass
10.10.2 panes with
Fixing with carbon
glazing steel
clips and special dash
galvanised metal- sash putty
fastener of approved
of required make,
dia and size or
(tometal beading
be paid with
for separately)
Details of cost for one door 2x0.76m = 1.52sqm.(weight
15 kg)
LABOUR
114 Beldar 645 day 0.17 109.65
9977 Sundries for Carriage of material 2.12 L.S. 67.28 142.63
TOTAL 385.56
TOTAL 389.42
TOTAL 444.13
TOTAL 510.75
Cost of 15 kg 515.86
Cost per kg 34.39
Say 34.4
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top
10.11.1 /centrewith
Fixing hung, with
15x3 mm beading
lugs 10and
cm all
longmembers
embeddedsuchinas F7D,F4B,
cement K11 B block
concrete and K12 B etc. complete
15x10x10 cm of C.C.of1:3:6 (1
Code Cement :
Description3 coarse sand : 6 graded stone aggregate 20 mm nominal
Rate size) Unit Qty Total
2.075x1.175m = 2.44
sqm. (weight 30 kg).
MATERIAL
1011 Steel glazed door,window/ ventilator, all members like 54 kg 30 1620
as F7D, F4B, K11 and K12B etc.
9977 Carriage of Steel Door 2.12 L.S. 40.37 85.58
Labour for fabrication
116 Fitter (grade 1) 784 day 0.26 203.84
114 Beldar 645 day 0.34 219.3
9999 Sundries 2.12 L.S. 15.37 32.58
Fixing with CC 1:3:6 blocks, wooden plugs and screws or
rawl
plugs and screws or with fixing clips and bolts and nuts
as
required including metal sash putty for glass fixing
10.10.1 Rate as per Item No.10.10.1 69.35 kg 30 2080.5

Apply steel primer (2.44x1.00 for both sides)=2.44 sqm
TOTAL 4498.6
(4498.6 - 2215.92) = 2282.68
TOTAL 4521.43
on (4521.43 - 2215.92) = 2305.51 x 0.1405
TOTAL 4845.35
except (A) i.e. on (4845.35 - 2215.92) = 2629.43
TOTAL 5239.76
(5239.76 - 2215.92) = 3023.84
Cost for 30 kg. 5270
Say 175.65
10.11 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top
10.11.2 /centrewith
Fixing hung, with steel
carbon beading and all members
galvanised suchof
dash fastener asrequired
F7D,F4B,dia
K11 B and
and sizeK12 B etc.
(to be paidcomplete of
for separately)
2.075x1.175m = 2.44
sqm. (weight 30 kg).
MATERIAL
1011 Steel glazed door,window/ ventilator, all members like 54 kg 30 1620
as F7D, F4B, K11 and K12B etc.
9977 Carriage of Steel Door 2.12 L.S. 40.37 85.58
Labour for fabrication
116 Fitter (grade 1) 784 day 0.26 203.84
114 Beldar 645 day 0.34 219.3
9999 Sundries 2.12 L.S. 15.37 32.58
Labour for fixing
114 Beldar 645 day 0.027 17.42
115 Collie 645 day 0.0195 12.58
130 Mistry 784 day 0.0084 6.59
128 Mate 714 day 0.0012 0.86
9999 Hire charges of drill machine, scaffolding and sundries 2.12 L.S. 12.22 25.91
Apply steel primer (2.44x1.00 for both sides)=2.44 sqm
TOTAL 2481.46
(2481.46 - 135.42) = 2346.04
TOTAL 2504.92
on (2504.92 - 135.42) = 2369.5 x 0.1405
TOTAL 2837.83
except (A) i.e. on (2837.83 - 135.42) = 2702.41
TOTAL 3243.19
(3243.19 - 135.42) = 3107.77
Cost for 30 kg. 3274.27
Say 109.15
10.12 Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box type), approved shape and
Code section with screws instead of glazing clips and metal sash putty,
Description Rate in steelUnit
doors, windows,
Qty ventilators
Total
Detail of cost for 1 metre beading for doors, windows,
Ventilators
and composit units
1143 Steel beading size 10 x 10 x 1.6 mm (box type) 27 metre 1 27
9999 Applying priming coat 2.12 L.S. 0.46 0.98
9999 Fixing charges 2.12 L.S. 3.01 6.38
TOTAL 34.36
TOTAL 34.7
TOTAL 39.58
TOTAL 45.52
Say 46
10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints
10.13.1 mitredwith
Fixing and 15x3
welded,
mmincluding fixing
lugs 10 cm longofembedded
necessary in
butt hingesconcrete
cement and screws
blockand applyingcm
15x10x10 a priming coat (1
of C.C. 1:3:6
Code Cement :
Rate size).Unit Qty Total
Details of cost for 17.5Kg.
MATERIAL
Tee iron 40x40x6mm = 2m+2m+1m = 5 metres
5 metres @3.5Kg/m = 17.5kg.+
Add wastage @ 5% = 0.87Kg.
Total = 18.37 kg. Say 0.18 qunital
M.S. bars 10mm = 1x1m = 1 metre

1 metre @ 0.60kg/m = 0.60Kg.+
Total = 0.63 Kg. Say = 0.006 qunital
1002 Mild steel round bar 12 mm dia and below 4850 quintal 0.006 29.1
M.S. flat 15x3mm = 6x10cm = 0.60 metre
0.6 metre @ 0.35kg/m = 0.21Kg+
Total = 0.22 kg = 0.002q.
Cement concrete block 1:3:6- 6x15x10x10cm= 0.009 cum
100x58x1.90 mm
9999 For screws and nuts and bolts 2.12 L.S. 35.88 76.07
9999 For applying steel primer 2.12 L.S. 17.94 38.03
LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
TOTAL 1519.81
(1519.81 - 79.59) = 1440.22
TOTAL 1534.21
on (1534.21 - 79.59) = 1454.62 x 0.1405
TOTAL 1738.58
except (A) i.e. on (1738.58 - 79.59) = 1658.99
TOTAL 1987.43
(1987.43 - 79.59) = 1907.84
Cost for 17.5Kg. 2006.51
Cost for 1 Kg. 114.66
Say 114.65
10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints
10.13.2 mitredwith
Fixing and carbon
welded,steel
including fixingdash
galvanised of necessary
fastenerbutt hinges and
of required screws
dia and sizeand
(to applying a priming
be paid for coat
separately)
MATERIAL
Tee iron 40x40x6mm = 2m+2m+1m = 5 metres
5 metres @3.5Kg/m = 17.5kg.+
Total = 18.37 kg. Say 0.18 qunital

1 metre @ 0.60kg/m = 0.60Kg.+
100x58x1.90 mm
LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
TOTAL 1430.52
TOTAL 1444.83
TOTAL 1647.83
TOTAL 1895
Cost for 17.5Kg. 1913.95
Say 109.35
10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial
10.14.1 mild steel
Profile B sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle
10.14.1.1 Fixing with adjustable lugs with split end tail to each jamb
MATERIAL
4006 Pressed steel door frames (mild steel sheet 1.60mm) 200 metre 5 1000
Profile "B" frame
2+2+1m=5m
100x58x1.90 mm
9999 Screws, nuts and bolts 2.12 L.S. 35.88 76.07
50x25x5mm. M.S. Angle for threshold 1 metre @ 2.75kg
per uds
=2.75kg. Say 0.03q

LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
Steel primer
500x2(2x1.2+2x6.0+1x12.50cm)=2.69sqm
TOTAL 1698.79
(1698.79 - 149.3) = 1549.49
TOTAL 1714.28
on (1714.28 - 149.3) = 1564.98 x 0.1405
TOTAL 1934.16
except (A) i.e. on (1934.16 - 149.3) = 1784.86
TOTAL 2201.89
(2201.89 - 149.3) = 2052.59
Say 444.5
10.14.1 mild steel
Profile B sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle
10.14.1.2 Fixing with carbon steel galvanised dash fastener of required dia and size (to be paid for separately)
MATERIAL
Profile "B" frame
2+2+1m=5m
9999 Deduct sundries for not providing adjustable lugs 2.12 L.S. -20 -42.4
100x58x1.90 mm
50x25x5mm. M.S. Angle for threshold 1 metre @ 2.75kg
per uds
=2.75kg. Say 0.03q

LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
Steel primer
500x2(2x1.2+2x6.0+1x12.50cm)=2.69sqm
TOTAL 1656.39
(1656.39 - 149.3) = 1507.09
TOTAL 1671.46
on (1671.46 - 149.3) = 1522.16 x 0.1405
TOTAL 1885.32
except (A) i.e. on (1885.32 - 149.3) = 1736.02
TOTAL 2145.72
(2145.72 - 149.3) = 1996.42
Cost for 1metre 433.14
Say 433.15
10.14.2 mild steel
Profile C sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle
MATERIAL
Profile "C"
2+2+1m=5m
100x58x1.90 mm
50x25x5mm. M.S. Angle for threshold
1 metre @ 2.75kg per uds =2.75kg.
Say 0.03q

LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
Steel primer
500x2(2x1.2+2x6.0+1x12.50cm)=2.69sqm
TOTAL 1798.79
(1798.79 - 149.3) = 1649.49
TOTAL 1815.28
on (1815.28 - 149.3) = 1665.98 x 0.1405
TOTAL 2049.35
except (A) i.e. on (2049.35 - 149.3) = 1900.05
TOTAL 2334.36
(2334.36 - 149.3) = 2185.06
Say 471.25
10.14.2 mild steel
Profile C sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle
MATERIAL
Profile "C"
2+2+1m=5m
9999 Sundries for not providing adjustable lugs(-) 2.12 L.S. -20 -42.4
100x58x1.90 mm
Say 0.03q

LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
Steel primer
500x2(2x1.2+2x6.0+1x12.50cm)=2.69sqm
TOTAL 1756.39
(1756.39 - 149.3) = 1607.09
TOTAL 1772.46
on (1772.46 - 149.3) = 1623.16 x 0.1405
TOTAL 2000.51
except (A) i.e. on (2000.51 - 149.3) = 1851.21
TOTAL 2278.19
(2278.19 - 149.3) = 2128.89
Say 459.9
10.14.3 mild steel
Profile E sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle
MATERIAL
Profile "E"
2+2+1m=5m
100x58x1.90 mm
Say 0.03q

LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
Steel primer
500x2(2x1.2+2x6.0+1x12.50cm)=2.69sqm
TOTAL 1948.79
(1948.79 - 149.3) = 1799.49
TOTAL 1966.78
on (1966.78 - 149.3) = 1817.48 x 0.1405
TOTAL 2222.14
except (A) i.e. on (2222.14 - 149.3) = 2072.84
TOTAL 2533.07
(2533.07 - 149.3) = 2383.77
Say 511.4
10.14.3 mild steel
Profile E sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle
MATERIAL
Profile "E"
2+2+1m=5m
9999 Sundries for not providing adjustable lugs (-) 2.12 L.S. -20 -42.4
100x58x1.90 mm 0.6
Say 0.03q

LABOUR
116 Fitter (grade 1) 784 day 0.15 117.6
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 8.97 19.02
Steel primer
500x2(2x1.2+2x6.0+1x12.50cm)=2.69sqm
TOTAL 1906.39
(1906.39 - 149.3) = 1757.09
TOTAL 1923.96
on (1923.96 - 149.3) = 1774.66 x 0.1405
TOTAL 2173.3
except (A) i.e. on (2173.3 - 149.3) = 2024
TOTAL 2476.9
- 149.3) = 2327.6
Say 500.05
10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with
10.15.1 rectangular/ L-Type
Fixing with 15x3 mmsections, made
lugs 10 cm longofembedded
1.60 mm thick M.S. Sheet,
in cement joints
concrete mitred,
block welded
15x10x10 cmand grinded
of C.C. 1:3:6 (1
Code Cement :
Rate size) Unit Qty Total
MATERIAL
L- section - 32x22x28mm 1.60mm thick
2.00+2.00+1.00 = 5.00 m
Width of MS sheet = 32+24.80+22+
24.80+10mm = 113.60mm = 0.1136 m
Area of MS sheet = 0.1136x5.00x0.0016 = 0.0009088
sqm
Weight of Sheet = 0.0009088x7850 =7.134 kg
Total = 7.491 kg Say 7.49 kg
4011 Mild steel tubes electric resistant or induction butt 50 kg 7.49 374.5
welded
1 metre @ 0.60kg/m = 0.60Kg.
M.S. flat 15x3mm = 6x10cm = 0.60 metre
0.6 metre @ 0.35kg/m = 0.21Kg
Total = 0.22 kg = 0.002q
Cement concrete block 1:3:6- 6x15x10x10cm= 0.009 cum
100x58x1.90 mm 0.6
LABOUR
116 Fitter (grade 1) 784 day 0.06 47.04
114 Beldar 645 day 0.08 51.6
9999 Sundries 2.12 L.S. 3.64 7.72
TOTAL 801.21
(801.21 - 79.59) = 721.62
TOTAL 808.43
on (808.43 - 79.59) = 728.84 x 0.1405
TOTAL 910.83
except (A) i.e. on (910.83 - 79.59) = 831.24
TOTAL 1035.52
(1035.52 - 79.59) = 955.93
Cost for 7.13Kg. 1045.08
Say 146.6
10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with
10.15.2 rectangular/
Fixing L-Typesteel
with carbon sections, made dash
galvanised of 1.60 mm thick
fastener M.S. Sheet,
of required joints
dia and mitred,
size (to bewelded
paid forand grinded
separately)
MATERIAL
L- section - 32x22x28mm 1.60mm thick
2.00+2.00+1.00 = 5.00 m
Width of MS sheet = 32+24.80+22+24.80+
10mm = 113.60mm = 0.1136 m
Area of MS sheet = 0.1136x5.00x0.0016 = 0.0009088
sqm
Weight of Sheet = 0.0009088x7850 =7.134 kg
Total = 7.491 kg Say 7.49 kg
4011 Mild steel tubes electric resistant or induction butt 50 kg 7.49 374.5
welded
1 metre @ 0.60kg/m = 0.60Kg.
100x58x1.90 mm
LABOUR
116 Fitter (grade 1) 784 day 0.06 47.04
114 Beldar 645 day 0.08 51.6
9999 Sundries 2.12 L.S. 3.64 7.72
TOTAL 711.92
TOTAL 719.04
TOTAL 820.07
TOTAL 943.08
Cost for 7.13Kg. 952.51
Say 133.6
10.16 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including
10.16.1 cutting,
Hot hoisting,
finished fixing
welded in tubes
type position and applying a priming coat of approved steel primer, including
Details of cost for a truss of span 8 metre
weight = 119 kg.
MATERIAL
50mm dia. tube
Tie beam-1x8.0m = 8.00m+
Principal rafter 2x4.30m = 8.60m
Total = 16.60m
16.60m @ 5.10kg./m = 84.66kg.
40mm dia. tube
Members = 2(0.45+1.25+0.90+2.15)
Total = 2x4.75=9.50m
9.50m @ 3.61kg/m = 34.60Kg.
Total = 118.96kg.
Total = 124.90Kg. Say 125 kg
4009 Mild steel tubes hot finished welded type 60 kg 125 7500
Priming coat
50mm dia. tube 16.60x0.157m = 1.61sqm.
40mm dia. tube 9.50x0.125m = 1.91 sqm.
Total = 2.80 sqm.
Welding charges:-
Rafter:- 4x22/7x6.03 = 75.80cm.+
Ties:- 2x22/7x6.03=37.90cm.+
Members:- 2x4x2x22/7x4.83=242.87cm
Total= 356.57cm say 357cm
LABOUR
For cutting, assembling & erection
102 Blacksmith 1st class 784 day 1.5 1176
100 Bandhani 714 day 0.75 535.5
114 Beldar 645 day 5.5 3547.5
9999 Sundries 2.12 L.S. 80.73 171.15
TOTAL 13817.77
(13817.77 - 155.4) = 13662.37
TOTAL 13954.39
on (13954.39 - 155.4) = 13798.99 x 0.1405
TOTAL 15893.15
except (A) i.e. on (15893.15 - 155.4) = 15737.75
TOTAL 18253.81
(18253.81 - 155.4) = 18098.41
Cost for 119 Kg. 18434.79
Say 154.9
10.16.1A cutting,
Hot hoisting,
finished fixing
welded in tubes
type position and applying a priming coat of approved steel primer, including
weight = 119 kg.
MATERIAL
50mm dia. tube
Tie beam-1x8.0m = 8.00m+
Principal rafter 2x4.30m = 8.60m
Total = 16.60m
16.60m @ 5.10kg./m = 84.66kg.
40mm dia. tube
Members = 2(0.45+1.25+0.90+2.15)
Total = 2x4.75=9.50m
9.50m @ 3.61kg/m = 34.60Kg.
Total = 118.96kg.
Total = 124.90Kg. Say 125 kg
4009 Mild steel tubes hot finished welded type 60 kg 125 7500
Priming coat
50mm dia. tube 16.60x0.157m = 1.61sqm.
40mm dia. tube 9.50x0.125m = 1.91 sqm.
Total = 2.80 sqm.
Welding charges:-
Rafter:- 4x22/7x6.03 = 75.80cm.+
Ties:- 2x22/7x6.03=37.90cm.+
Members:- 2x4x2x22/7x4.83=242.87cm
Total= 356.57cm say 357cm
LABOUR
For cutting, assembling & erection
100 Bandhani 714 day 0.75 535.5
114 Beldar 645 day 5.5 3547.5
9999 Sundries 2.12 L.S. 80.73 171.15
TOTAL 13817.77
Cost for 119 Kg. 13817.77
Say 116.1
10.16.2 cutting,
Hot hoisting,
finished fixingtype
seamless in position
tubes and applying a priming coat of approved steel primer, including
weight = 119 kg.
MATERIAL
50mm dia. tube
Tie beam- 1 x 8.0m = 8.00m +
Principal rafter 2x4.30m = 8.60m = 16.60m
16.60m @ 5.10kg./ m = 84.66 kg.
40mm dia. tube
Members = 2(0.45+1.25+0.90+2.15)
Total= 2x 4.75 = 9.50m
9.50m @ 3.61kg/m = 34.60kg.
Total = 118.96kg.
Total=124.90kg. say 125 kg
4010 Mild steel tubes hot finished seamless type 70 kg 125 8750
Priming coat
50mm dia. tube 16.60x0.157 m = 1.61 sqm.
40mm dia. tube 9.50x 10125m =
1.91 sqm. =2.80 sqm.
Welding charges:-
Rafter:- 4x22/7x6.03 = 75.80cm.+
Ties :- 2x22/7x6.03=37.90cm.+
Members :- 2x4x2x22/7x4.83 = 242.87cm
Total= 356.57 cm say 357 cm
LABOUR
100 Bandhani 714 day 0.75 535.5
114 Beldar 645 day 5.5 3547.5
9999 Sundries 2.12 L.S. 80.73 171.15
TOTAL 15067.77
(15067.77 - 155.4) = 14912.37
TOTAL 15216.89
on (15216.89 - 155.4) = 15061.49 x 0.1405
TOTAL 17333.03
except (A) i.e. on (17333.03 - 155.4) = 17177.63
TOTAL 19909.67
(19909.67 - 155.4) = 19754.27
Cost for 119 kg 20107.21
Cost for 1 kg 168.97
Say 168.95
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including
11.1.1 filling
1:4 (1 the joints
cement : 4with same
coarse mortar, with common burnt clay non modular bricks:
sand)
MATERIAL
designation 7.5 Nos
Nos
LABOUR
114 Beldar 645 day 0.25 161.25
115 Coolie 645 day 1.62 1044.9
101 Bhisti 714 day 0.27 192.78
TOTAL 7003.46
TOTAL 7073.49
TOTAL 8067.32
TOTAL 9277.42
Cost of 10 sqm. 9370.19
Say 937
11.1 Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including
11.1.2 filling
1:6 the joints
(1cement : 6with same
coarse mortar, with common burnt clay non modular bricks:
sand)
MATERIAL
designation 7.5 Nos
Nos
LABOUR
114 Beldar 645 day 0.25 161.25
115 Coolie 645 day 1.62 1044.9
101 Bhisti 714 day 0.27 192.78
TOTAL 6713.15
TOTAL 6780.28
TOTAL 7732.91
TOTAL 8892.85
Cost of 10 sqm. 8981.78
Say 898.2
11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm
Code mud mortar, including filling joints with Jamuna sand, with common
Description Rate burnt
Unitclay non modular bricks.
Qty Total
MATERIAL
designation 7.5 Nos
Nos
983 Fine sand (zone IV) 900 cum 0.15 135
jamuna sand)
Mud Mortar
LABOUR
115 Coolie 645 day 1.98 1277.1
101 Bhisti 714 day 0.05 35.7
TOTAL 5480.97
TOTAL 5535.78
TOTAL 6313.56
TOTAL 7260.59
Say 733.3
11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a
11.3.1 floating
40 coat with
mm thick of neat
20 cement, including
mm nominal cement
size stone slurry, but excluding the cost of nosing of steps etc.
aggregate
MATERIAL
295 Stone Aggregate (Single size) : 20 mm nominal size 1400 cum 0.267 373.8
982 Coarse sand (zone III) 1500 cum 0.178 267

LABOUR
114 Beldar 645 day 1.4 903
101 Bhisti 714 day 1.04 742.56
127 Driver (for Road Roller, Concrete Mixer, Truck etc.) 784 day 0.03 23.52
2 Hire charges of Concrete Mixer 0.25 to 0.40 cum with 800 day 0.03 24
hooper
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 4073.25
TOTAL 4113.98
TOTAL 4691.99
TOTAL 5395.79
Cost of 10 sqm. 5449.75
Say 545
11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick
Code cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone
Unit20 mmQty
nominal size)
Totaland
MATERIAL
2202 Carriage of Stone aggregate below 40 mm 163.93 cum 0.356 58.36
298 Stone Aggregate (Single size) : 06 mm nominal size 1400 cum 0.115 161

7254 Hardening compound 36 litre 2.44 87.84
9977 Carriage of hard crete 2.12 L.S. 2.73 5.79
LABOUR
114 Beldar 645 day 1.6 1032
115 Coolie 645 day 1.88 1212.6
101 Bhisti 714 day 0.27 192.78
9999 Sundries 2.12 L.S. 53.82 114.1
TOTAL 6397.21
TOTAL 6461.18
TOTAL 7368.98
TOTAL 8474.33
Cost of 10 sqm. 8559.07
Say 855.9
11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick
Unit20mmQty
nominal size) and
Total
MATERIAL


7254 Hardening compound 36 litre 2.44 87.84
9977 Carriage of Hardening compound 2.12 L.S. 2.73 5.79
LABOUR
114 Beldar 645 day 1.86 1199.7
115 Coolie 645 day 1.88 1212.6
101 Bhisti 714 day 0.27 192.78
9999 Sundries 2.12 L.S. 53.82 114.1
TOTAL 6940.87
TOTAL 7010.28
TOTAL 7995.22
TOTAL 9194.5
Cost of 10 sqm. 9286.45
Say 928.65
11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand),
11.6.1 finished
18 with a floating coat of neat cement.
mm thick
MATERIAL
Cement mortar 1:3 = 0.205 cum+
Add for rounding corners = 0.030 cum
= 0.235 cum.
LABOUR
115 Coolie 645 day 1.88 1212.6
101 Bhisti 714 day 0.54 385.56
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 4265.96
TOTAL 4308.62
TOTAL 4913.98
TOTAL 5651.08
Cost of 10 sqm. 5707.59
Say 570.75
11.7 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm
Code nominal size), including finishing complete.
Details of cost for one cum.
MATERIAL
4.1.3 Rate as per item No.4.1.3 of S.H.Concrete Work 7365.15 cum 1 7365.15
Extra labour for laying in floors etc.
114 Beldar 645 day 0.18 116.1
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 19.76 41.89
TOTAL 7808.74
(7808.74 - 7365.15) = 443.59
TOTAL 7813.18
on (7813.18 - 7365.15) = 448.03 x 0.1405
TOTAL 7876.13
except (A) i.e. on (7876.13 - 7365.15) = 510.98
TOTAL 7952.78
(7952.78 - 7365.15) = 587.629999999999
Say 7958.65
11.8 Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements
Code etc.
LABOUR
114 Beldar 645 day 0.36 232.2
9999 Chequered plate etc. 2.12 L.S. 13.52 28.66
TOTAL 517.9
TOTAL 523.08
TOTAL 596.57
TOTAL 686.06
Say 69.3
11.9 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick
11.9.1 cement
Dark concrete
shade 1:2:4
pigment (1 cement
with ordinary: cement
2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
MATERIAL
For under layer of 34mm thick
296 Stone Aggregate (Single size) : 12.5 mm nominal size 1350 cum 0.227 306.45
982 Coarse sand (zone III) 1500 cum 0.151 226.5

for top layer 6mm thick
785 Marble chips upto 4mm and downsize White & black 189 quintal 0.872 164.81
784 Marble dust/ powder 1130 cum 0.007 7.91
874 Black colour dark shade pigment 70 kg 2.84 198.8
3.5kg/ 50kg of cement = 40.5x3.5/50=2.84kg
9977 Carriage of pigment & marble powder etc. 2.12 L.S. 3.64 7.72
LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
139 Skilled Beldar (for floor rubbing etc.) 714 day 1 714
hooper
13 Machine for rubbing of floors 300 day 1.6 480
9999 Sundries 2.12 L.S. 161.46 342.3
TOTAL 6857.76
TOTAL 6926.34
TOTAL 7899.49
TOTAL 9084.41
Say 917.5
11.9.2 cement
Light concrete
shade 1:2:4
pigment (1 cement
with : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
white cement
11.9.1 Rate as per item no 11.9.1 of SH: Flooring 917.5 sqm 10 9175
Add difference of cost due to using light shade pigment
instead of dark shade pigment
Add for
875 Red, chocolate, orange, buff or yellow (red oxide of iron) 60 kg 2.84 170.4
light shade pigment
Deduct for
874 Black colour dark shade pigment 70 kg -2.84 -198.8
Addd difference of cost due to using white cement
instead of grey cement
Add for
368 White Cement 11200 tonne 0.0405 453.6
Deduct for
367 Portland Cement 5000 tonne -0.0405 -202.5
TOTAL 9397.7
(9397.7 - 9175) = 222.700000000001
TOTAL 9399.93
on (9399.93 - 9175) = 224.930000000001 x 0.1405
TOTAL 9431.53
except (A) i.e. on (9431.53 - 9175) = 256.530000000001
TOTAL 9470.01
(9470.01 - 9175) = 295.01
Cost of 1 sqm 947.3
Say 947.3
11.9.3 cement concrete
Medium 1:2:4 (1with
shade pigment cement
50%:white
2 coarse sand and
cement : 4 graded stone aggregate
50% ordinary cement 12.5 mm nominal size)
Add for
876 Green or blue medium shade pigment 56 kg 2.84 159.04
Deduct for
Add difference of cost due to using white cement
Add for
Deduct for
TOTAL 9261.1
(9261.1 - 9175) = 86.1000000000004
TOTAL 9261.96
on (9261.96 - 9175) = 86.9600000000004 x 0.1405
TOTAL 9274.18
except (A) i.e. on (9274.18 - 9175) = 99.1800000000003
TOTAL 9289.06
(9289.06 - 9175) = 114.059999999999
Say 929
11.9.4 cementcement
White concrete 1:2:4 (1
without anycement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
pigment
MATERIAL
For under layer of 34mm thick

LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
hooper
9999 Sundries 2.12 L.S. 161.46 342.3
TOTAL 6919.41
TOTAL 6988.6
TOTAL 7970.5
TOTAL 9166.08
Say 925.75
11.9.5 cement
Light concrete
shade 1:2:4
pigment (1 cement
with ordinary: 2cement
coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
Add for
light shade pigment
Deduct for
TOTAL 9146.6
Add 1 % for water charges on all except (A) i.e. on -0.28
(9146.6 - 9175) = -28.3999999999996
TOTAL 9146.32
Add 12% GST applicable on work contract, by reversible -4.03
on (9146.32 - 9175) = -28.6799999999996 x 0.1405
TOTAL 9142.29
Add 15 % for contractor's profit and overheads on all -4.91
except (A) i.e. on (9142.29 - 9175) = -32.7100000000009
TOTAL 9137.38
Add 1 % for Labour Cess on all except (A) i.e. on -0.38
(9137.38 - 9175) = -37.6200000000008
Cost of 10 sqm 9137
cost of 1 sqm 913.7
Say 913.7
Ordinary cement 1:2:4 (1 cement
without : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
any pigment
Less cost of dark shade pigment
Deduct for
9999 Deduct for carriage of pigment 2.12 L.S. -3.64 -7.72
TOTAL 8968.48
(8968.48 - 9175) = -206.52
TOTAL 8966.41
on (8966.41 - 9175) = -208.59 x 0.1405
TOTAL 8937.1
except (A) i.e. on (8937.1 - 9175) = -237.9
TOTAL 8901.41
(8901.41 - 9175) = -273.59
cost of 1 sqm 889.87
Say 889.85
11.1 40 mm thick marble chips flooring, rubbed and polished to granolithic finish, under layer 31 mm thick
11.10.1 cement
Dark concrete
shade 1:2:4
pigment (1 cement
with Ordinary: 2cement
MATERIAL
For Under layer of 31 mm thick

788 Marble chips large size above 4 mm White & black 250 quintal 1.4 350
3.5kg/ 50kg of cement = 57.80x3.5/50=4.05kg
LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
hooper
9999 Sundries 2.12 L.S. 134.55 285.25
TOTAL 7077.35
TOTAL 7148.12
TOTAL 8152.43
TOTAL 9375.29
Cost of 1 sqm 946.9
Say 946.9
11.10.2 cement
Light concrete
shade 1:2:4
pigment (1 cement
white cement
Add for
875 Red, chocolate, orange, buff or yellow (red oxide of iron) 60 kg 4.05 243
light shade pigment
Deduct for
Add for
Deduct for
367 Portland Cement 5000 tonne -0.0578 -289
TOTAL 9786.86
(9786.86 - 9469) = 317.860000000001
TOTAL 9790.04
on (9790.04 - 9469) = 321.040000000001 x 0.1405
TOTAL 9835.15
except (A) i.e. on (9835.15 - 9469) = 366.150000000001
TOTAL 9890.07
(9890.07 - 9469) = 421.070000000002
Say 989.45
Medium 1:2:4 (1with
50%:white
2 coarse sand and
Add for
Deduct for
Add for
Deduct for
TOTAL 9591.48
(9591.48 - 9469) = 122.48
TOTAL 9592.7
on (9592.7 - 9469) = 123.7 x 0.1405
TOTAL 9610.08
except (A) i.e. on (9610.08 - 9469) = 141.079999999998
TOTAL 9631.24
(9631.24 - 9469) = 162.239999999998
Say 963.3
11.10.4 cementcement
pigment
MATERIAL
For Under layer of 31 mm thick

LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
hooper
9999 Sundries 2.12 L.S. 134.55 285.25
TOTAL 7140.63
TOTAL 7212.04
TOTAL 8225.33
TOTAL 9459.13
Say 955.35
11.10.5 cement
Light concrete
shade 1:2:4
pigment (1 cement
Add for
875 Red, chocolate, orange, buff or yellow (red oxide of iron) 60 kg 4.05 243
light shade pigment
Deduct for
TOTAL 9428.5
(9428.5 - 9469) = -40.5
TOTAL 9428.09
on (9428.09 - 9469) = -40.91 x 0.1405
TOTAL 9422.34
Add 15 % for contractor's profit and overheads on all -7
except (A) i.e. on (9422.34 - 9469) = -46.6599999999999
TOTAL 9415.34
(9415.34 - 9469) = -53.6599999999999
cost of 1 sqm 941.48
Say 941.5
any pigment
MATERIAL
For under layer 31 mm thick

LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
hooper
9999 Sundries 2.12 L.S. 134.55 285.25
TOTAL 6782.27
TOTAL 6850.09
TOTAL 7812.53
TOTAL 8984.41
Say 907.4
11.11.1 cement
Dark concrete
shade 1:2:4
pigment (1 cement
with ordinary: cement
2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)
MATERIAL

For top layer 12mm thick
788 Marble chips large size above 4 mm White & black 250 quintal 1.734 433.5
@ 3.5kg/50kg of cement
= 81x3.5/50=5.67kg
9977 Carriage of pigment and marble powder etc. 2.12 L.S. 6.24 13.23
LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
hooper
9999 Sundries 2.12 L.S. 156.13 331
TOTAL 7324.01
TOTAL 7397.25
TOTAL 8436.56
TOTAL 9702.04
Cost of 10 sqm. 9799.06
Say 979.9
11.11.2 cement
Light concrete
shade 1:2:4
pigment (1 cement
white cement
11.11.1 Rate as per Item Number 11.11.1 of SH: Flooring 979.9 sqm 10 9799
light shade pigment
Deduct
Add Difference of cost due to using white cement
Add for
Deduct for
TOTAL 10244.5
(10244.5 - 9799) = 445.5
TOTAL 10248.96
on (10248.96 - 9799) = 449.96 x 0.1405
TOTAL 10312.18
except (A) i.e. on (10312.18 - 9799) = 513.179999999998
TOTAL 10389.16
(10389.16 - 9799) = 590.159999999998
Cost of 10 sqm. 10395.06
Say 1039.5
Medium 1:2:4 (1with
50%:white
2 coarse sand and
11.11.1 Rate as per Item Number 11.11.1 of SH: Flooring 979.9 sqm 10 9799
Add difference of cost due to using Medium shade
pigment instead of dark shade pigment
Add for
Deduct for
Add for
Deduct for
TOTAL 9970.72
(9970.72 - 9799) = 171.719999999999
TOTAL 9972.44
on (9972.44 - 9799) = 173.439999999999 x 0.1405
TOTAL 9996.81
except (A) i.e. on (9996.81 - 9799) = 197.809999999999
TOTAL 10026.48
(10026.48 - 9799) = 227.48
Cost of 10 sqm. 10028.75
Say 1002.9
11.11.4 cementcement
pigment
MATERIAL

For Top layer 12 mm thick
LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
hooper
9999 Sundries 2.12 L.S. 156.13 331
TOTAL 7416.08
TOTAL 7490.24
TOTAL 8542.62
TOTAL 9824.01
Cost of 10 sqm. 9922.25
Say 992.2
11.11.5 cement
Light concrete
shade 1:2:4
pigment (1 cement
11.11.1 Rate as per Item Number 11.11.1 of SH:Flooring 979.9 sqm 10 9799
Add difference of cost due to using Light shade pigment
Add for
light shade pigment
Deduct for
TOTAL 9742.3
(9742.3 - 9799) = -56.7000000000007
TOTAL 9741.73
on (9741.73 - 9799) = -57.2700000000007 x 0.1405
TOTAL 9733.68
except (A) i.e. on (9733.68 - 9799) = -65.3199999999997
TOTAL 9723.88
(9723.88 - 9799) = -75.119999999999
Cost of 10 sqm. 9723.13
Say 972.3
any pigment
MATERIAL

For Top layer 12mm thick
LABOUR
114 Beldar 645 day 1.99 1283.55
101 Bhisti 714 day 1.04 742.56
hooper
9999 Sundries 2.12 L.S. 156.13 331
TOTAL 6913.88
TOTAL 6983.02
TOTAL 7964.13
TOTAL 9158.75
Cost of 10 sqm. 9250.34
Say 925.05
11.12 Marble chips skirting up to 30 cm height, rubbed and polished to granolithic finish, top layer 6 mm
11.12.1 thick
18 mm with white,
thick with black,
underchocolate, grey,
layer 12 mm yellow
thick or green
in cement marble
plaster 1:3 chips of sizes
(1 cement : 3 from smallest
coarse sand) : to 4 mm
11.12.1.1 Dark shade pigment with ordinary cement
MATERIAL
For under layer of 12mm thick Cement mortar 1:3 (1
cement : 3 coarse sand) = 0.144 + Extra for rounding
= 0.03 =0.174
Top layer 6mm thick
@ 3.5kg/50kg of cement
=40.5x3.5/50=2.84kg
LABOUR
114 Beldar 645 day 3 1935
101 Bhisti 714 day 1 714
9999 Sundries 2.12 L.S. 201.89 428.01
TOTAL 11687.21
TOTAL 11804.08
TOTAL 13462.55
TOTAL 15481.93
Cost of 10 sqm. 15636.75
Say 1563.7
11.12.1 thick
18 mm with white,
thick with black,
layer 12 mm yellow
thick or green
in cement marble
11.12.1.2 Light shade pigment with white cement
11.12.1.1 Rate as per Item Number 11.12.1.1 of SH: Flooring 1563.7 sqm 10 15637
Add for
light shade pigment
Deduct for
Add for
Deduct for
TOTAL 15859.7
(15859.7 - 15637) = 222.700000000001
TOTAL 15861.93
on (15861.93 - 15637) = 224.930000000001 x 0.1405
TOTAL 15893.53
except (A) i.e. on (15893.53 - 15637) =
256.530000000001
TOTAL 15932.01
(15932.01 - 15637) = 295.01
Cost of 10 sqm. 15934.96
Say 1593.5
11.12.1 thick
18 mm with white,
thick with black,
layer 12 mm yellow
thick or green
in cement marble
11.12.1.3 Medium shade pigment with 50% white cement and 50% ordinary cement
11.12.1.1 Rate as per Item Number 11.12.1.1 of SH:Flooring 1563.7 sqm 10 15637
Add difference of cost due to using medium shade
pigment instead of dark shade pigment
Add for
Deduct for
Add for
Deduct for
TOTAL 15723.1
(15723.1 - 15637) = 86.1000000000004
TOTAL 15723.96
on (15723.96 - 15637) = 86.9600000000004 x 0.1405
TOTAL 15736.18
except (A) i.e. on (15736.18 - 15637) =
99.1800000000003
TOTAL 15751.06
(15751.06 - 15637) = 114.059999999999
Cost of 10 sqm. 15752.2
Say 1575.2
11.12.1 thick
18 mm with white,
thick with black,
layer 12 mm yellow
thick or green
in cement marble
11.12.1.4 White cement without any pigment
MATERIAL
For under layer of 12mm thick Cement mortar 1:3 (1
cement : 3 coarse sand) = 0.144+
Extra for rounding = 0.03
Total =0.174
Top layer 6mm thick
LABOUR
114 Beldar 645 day 3 1935
101 Bhisti 714 day 1 714
9999 Sundries 2.12 L.S. 201.89 428.01
TOTAL 11731.79
TOTAL 11849.11
TOTAL 13513.91
TOTAL 15541
Cost of 10 sqm. 15696.41
Say 1569.65
11.12.1 thick
18 mm with white,
thick with black,
layer 12 mm yellow
thick or green
in cement marble
11.12.1.5 Light shade pigment with ordinary cement
Add difference of cost due to using Light shade pigment
Add for
light shade pigment
Deduct for
TOTAL 15608.6
(15608.6 - 15637) = -28.3999999999996
TOTAL 15608.32
on (15608.32 - 15637) = -28.6799999999996 x 0.1405
TOTAL 15604.29
except (A) i.e. on (15604.29 - 15637) = -
32.7100000000009
TOTAL 15599.38
(15599.38 - 15637) = -37.6200000000008
Cost of 10 sqm. 15599
Say 1559.9
11.12.1 thick
18 mm with white,
thick with black,
layer 12 mm yellow
thick or green
in cement marble
11.12.1.6 Ordinary cement without any pigment
Less cost of dark shade pigment
Deduct for
9999 Deduct for Carriage of pigment 2.12 L.S. -3.64 -7.72
TOTAL 15430.48
(15430.48 - 15637) = -206.52
TOTAL 15428.41
on (15428.41 - 15637) = -208.59 x 0.1405
TOTAL 15399.1
except (A) i.e. on (15399.1 - 15637) = -237.9
TOTAL 15363.41
(15363.41 - 15637) = -273.59
Cost of 10 sqm. 15360.67
Say 1536.05
11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.
11.13.1 40 mm wide and 4 mm thick
Details of cost for 10 metre length
MATERIAL
Glass strips = 10m
Add 10% for wastage = 1m
Total = 11m
1149 Glass strip 4 mm thick40 mm deep 20 metre 11 220
9977 Carriage of glass 2.12 L.S. 2.73 5.79
LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 594.2
TOTAL 600.14
TOTAL 684.46
TOTAL 787.13
Cost of 10 metre 795
Say 79.5
11.14 Extra for laying terrazo flooring on staircase treads not exceeding 30 cm in width, including cost of
Code forming, nosing etc.
LABOUR
114 Beldar 645 day 0.3 193.5
115 Coolie 645 day 0.3 193.5
TOTAL 601.2
TOTAL 607.21
TOTAL 692.52
TOTAL 796.4
Cost of 10 Sqm. 804.36
Cost of 1sqm. 80.44
Say 80.45
11.15 Crazy marble stone flooring, including filling the gaps with light shade pigment with white cement
11.15.1 marble
18 powder
mm thick mixture
crazy (3stone
marble parts white,
of white cement
black or as: specified
1 part of marble powder) by weight in proportion
Under layer 25mm thick of cement Concrete 1:2:4 -
10x0.025=0.25 cum
11.7 Rate as per Item Number 11.7 of SH: Flooring 7958.65 cum 0.25 1989.66
Cement slurry for subgrade and under large cement
Labour for applying cement slurry
LABOUR
114 Beldar 645 day 0.5 322.5
Top layer with marble pieces and gap filling with marble
powder mixture Marble pieces for crazy flooring
(Assume 70% of marble stone are and 30% of joint
filer/mixture 7sqmx0.02m = 0.14 cum 0.872x0.14/0.051
= 2.40q
2710 White marble makrana second quality plain veined stone 160 quintal 2.4 384
pieces for crazy flooring
light shade pigment
@ 3.5kg/50kg of cement =
40.5x3.5/50=2.84kg
9977 Carriage of pigment & marble powder 2.12 L.S. 3.64 7.72
stone slab
Labour for finishing, polishing and fixing-
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
9999 Sundries including carborandum etc. 2.12 L.S. 134.55 285.25
101 Bhisti 714 day 0.54 385.56
TOTAL 11427.27
(11427.27 - 1989.66) = 9437.61
TOTAL 11521.65
on (11521.65 - 1989.66) = 9531.99 x 0.1405
TOTAL 12860.89
except (A) i.e. on (12860.89 - 1989.66) = 10871.23
TOTAL 14491.57
(14491.57 - 1989.66) = 12501.91
Cost of 10 Sqm. 14616.59
Say 1461.65
11.16 Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and
11.16.1 landings,
Light shadejointed withusing
pigment neatwhite
cement slurry mixed with pigment to match the shade of the tiles,
cement
MATERIAL
1201 Precast terrazo tiles 22 mm thick (light shade) including 285 sqm 11 3135
10% wastage
Grey cement for slurry @ 4.4kg/sqm.
for grouting
light shade pigment
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
9999 Sundries including pigment wherever required and 2.12 L.S. 161.98 343.4
carborandum stone etc. 161.98
TOTAL 9790.49
TOTAL 9888.39
TOTAL 11277.71
TOTAL 12969.37
Cost of 10 sqm. 13099.06
Say 1309.9
11.16.2 landings,shade
Medium jointedpigment
with neat cement
using slurrycement
50% white mixed with pigment
and 50% to match
ordinary the shade of the tiles,
cement
MATERIAL
1202 Precast terrazo tiles 22 mm thick (medium shade) 265 sqm 11 2915
including 10% wastage 11
Cement mortar 1 : 4 (1 cement :4 coarse sand)
Grey cement
(i) for slurry @ 4.4kg/sqm =44 kg.+
(ii) 50% for grouting = 22kg.
Total =66kg or 0.066 tonne
50% white cement for grouting
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
carborandum stone etc.
TOTAL 9421.77
TOTAL 9515.99
TOTAL 10852.99
TOTAL 12480.94
Cost of 10 sqm. 12605.75
Say 1260.6
11.16.3 landings,
Dark shadejointed withusing
pigment neatordinary
cement cement
slurry mixed with pigment to match the shade of the tiles,
MATERIAL
1203 Precast terrazo tiles 22 mm thick (dark shade) including 245 sqm 11 2695
10% wastage
Ordinary cement for
(i) Cement slurry @ 4.4kg/sqm = 44kg+
(ii) Grouting = 44 kg.
Total = 88kg or 0.088 tonne
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
TOTAL 9108.49
TOTAL 9199.57
TOTAL 10492.11
TOTAL 12065.93
Cost of 10 sqm. 12186.59
Say 1218.65
11.16.4 landings, cement
Ordinary jointed with neatany
without cement slurry mixed with pigment to match the shade of the tiles,
pigment
MATERIAL
10% wastage
Ordinary cement for
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
9999 Sundries including carborandum stone etc. 2.12 L.S. 161.98 343.4
Less for dark pigment [3.08+2.64=5.92 (for tiles)]
874 Sundries including pigment wherever required and 70 kg -5.92 -414.4
TOTAL 8694.09
TOTAL 8781.03
TOTAL 10014.76
TOTAL 11516.97
Cost of 10 sqm. 11632.14
Say 1163.2
11.17 Extra if terrazo tiles are laid in treads of steps not exceeding 30 cm in width.
LABOUR
115 Coolie 645 day 0.22 141.9
TOTAL 763.08
TOTAL 770.71
TOTAL 878.99
TOTAL 1010.84
Cost of 10 sqm. 1020.95
Say 102.1
11.18 Precast terrazo tiles 22 mm thick with graded marble chips of sizes upto 12 mm, in skirting and risers
11.18.1 of steps
Light notpigment
shade exceeding 30 cm
using in height,
white cementon 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand),
MATERIAL
1201 Precast terrazo tiles 22 mm thick (light shade) 285 sqm 11 3135
including 10% wastage 11
For slurry
For buttering tiles bed sides =44 kg. +
For grouting =22 kg.
Total = 66 kg
light shade pigment
66x3.5/50 = 4.62
LABOUR
115 Coolie 645 day 3.25 2096.25
9999 Sundries including pigment wherever required, 2.12 L.S. 161.46 342.3
carborandum stone and polishing powder etc.
TOTAL 15155.66
TOTAL 15307.22
TOTAL 17457.88
TOTAL 20076.56
Cost of 10 sqm. 20277.33
Say 2027.75
11.18.2 of steps not
Medium exceeding
shades pigment30using
cm in50%
height, oncement
white 12 mm thick cement
and 50% plaster
ordinary 1:3 (1 cement : 3 coarse sand),
cement
MATERIAL
1202 Precast terrazo tiles 22 mm thick (medium shade) 265 sqm 11 2915
including wastage & breakage
3.8 Rate as per Item Number 3.8 of SH: Mortars 50% white 5024.15 cum 0.144 723.48
cement for slurry
LABOUR
115 Coolie 645 day 3.25 2096.25
TOTAL 14712.58
TOTAL 14859.71
TOTAL 16947.5
TOTAL 19489.63
Cost of 10 sqm. 19684.53
Say 1968.45
11.18.3 of steps
Dark notpigment
shade exceeding 30 cm
using in height,
ordinary on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand),
cement
MATERIAL
wastage & breakage
Grey cement for slurry
LABOUR
115 Coolie 645 day 3.25 2096.25
TOTAL 14352.66
TOTAL 14496.19
TOTAL 16532.9
TOTAL 19012.84
Cost of 10 sqm. 19202.97
Say 1920.3
11.18.4 of steps not
Ordinary exceeding
cement 30 any
without cm in height, on 12 mm thick cement plaster 1:3 (1 cement : 3 coarse sand),
pigment
MATERIAL
wastage & breakage
Grey cement for sturry
LABOUR
115 Coolie 645 day 3.25 2096.25
Less for dark shade pigment
[4.62+2.84 (for tiles)]
TOTAL 13830.46
TOTAL 13968.76
TOTAL 15931.37
TOTAL 18321.08
Cost of 10 sqm. 18504.29
Say 1850.45
11.19 Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed
11.19.1 with neat
Light shadecement
pigmentslurry mixed
using whitewith pigment to match the shade of the tiles, including rubbing and
cement
MATERIAL
1227 Chequered terrazo tiles 22 mm thick (light shade) 275 sqm 11 3025
including 10% wastage
Grey cement for slurry @ 4.4kg/sqm
White cement for grouting
light shade pigment
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
TOTAL 9680.49
TOTAL 9777.29
TOTAL 11151
TOTAL 12823.65
Cost of 10 sqm. 12951.89
Say 1295.2
11.19.2 with neatshade
Medium cement slurry using
pigment mixed50%
withwhite
pigment to match
cement, the shadecement
50% ordinary of the tiles, including rubbing and
MATERIAL
1228 Chequered terrazo tiles 22 mm thick (medium shade) 300 sqm 11 3300
Grey cement
(i) for slurry @ 4.4kg/sqm =44 kg.+
(ii) 50% for grouting = 22kg.
Total =66kg or 0.066 tonne
50% white cement for grouting
Labour and sundries
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
TOTAL 9806.77
TOTAL 9904.84
TOTAL 11296.47
TOTAL 12990.94
Cost of 10 sqm. 13120.85
Say 1312.1
11.19.3 with neat
Dark shadecement
pigmentslurry mixed
using withcement
ordinary pigment to match the shade of the tiles, including rubbing and
MATERIAL
1229 Chequered terrazo tiles 22 mm thick (dark shade) 260 sqm 11 2860
Ordinary cement for
Labour & sundries
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
TOTAL 9273.49
TOTAL 9366.22
TOTAL 10682.17
TOTAL 12284.5
Cost of 10 sqm. 12407.35
Say 1240.75
11.19.4 with neatcement
Ordinary cementwithout
slurry mixed with pigment to match the shade of the tiles, including rubbing and
any pigment
MATERIAL
1229 Chequered terrazo tiles 22 mm thick (dark shade) 260 sqm 11 2860
Ordinary cement for
Labour & sundries
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
Less for dark shade pigment [3.08+2.84(for tiles)]
TOTAL 8859.09
TOTAL 8947.68
TOTAL 10204.83
TOTAL 11735.55
Cost of 10 sqm. 11852.91
Say 1185.3
11.2 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat
11.20.1 cement
Light slurry
shade mixed using
pigment with pigment to match the shade of tiles, including rubbing and cleaning etc.
white cement
MATERIAL
7070 Chequered precast cement concrete tiles 22mm thick 370 sqm 11 4070
using marble chips of size 6mm - Light shade using white
cement including 10% wastage
Grey cement slury @ 4.4kg @sqm
White cement for grouting
light shade pigment
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
TOTAL 9216.06
TOTAL 9308.22
TOTAL 10616.02
TOTAL 12208.42
Cost of 10 sqm. 12330.5
Say 1233.05
11.20.2 cement slurry
Medium shademixed with
pigment pigment
using to match
50% white the shade
cement of tiles,
50% Grey including rubbing and cleaning etc.
cement
MATERIAL
7237 Precast chequered cement tiles 22 mm thick medium 335 sqm 11 3685
shade using 50% white cement, 50% ordinary cement
= 44 kg.+
grey cement for grouting 2.4kg/sqm. = 24kg.
Total = 68 kg
White cement for grouting @ 2.4kg/sqm. = 24 kg
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
TOTAL 8669.94
TOTAL 8756.64
TOTAL 9986.95
TOTAL 11484.99
Cost of 10 sqm. 11599.84
Say 1160
11.20.3 cement
Dark slurry
shade mixed using
pigment with pigment
ordinary to match the shade of tiles, including rubbing and cleaning etc.
cement
MATERIAL
7236 Precast chequered cement tiles 22 mm thick Dark shade 225 sqm 11 2475
using ordinary cement including 10% wastage

= 44 kg.+ For grouting = 48 kg.
Total=92 kg. say 0.092 tonne
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
TOTAL 7354.26
TOTAL 7427.8
TOTAL 8471.41
TOTAL 9742.12
Cost of 10 sqm. 9839.54
Say 983.95
11.20.4 cement slurry
Ordinary cementmixed with any
without pigment to match the shade of tiles, including rubbing and cleaning etc.
pigment
MATERIAL
7236 Precast chequered cement tiles 22 mm thick Dark shade 225 sqm 11 2475
using ordinary cement including 10% wastage

= 44 kg + For grouting = 48 kg.
Total = 92 kg. Say 0.092 tonne
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
Less for dark shade pigment [3.08+2.84 (for tiles)]
TOTAL 6939.86
TOTAL 7009.26
TOTAL 7994.06
TOTAL 9193.17
Say 928.5
11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using
11.21.1 acid
In and/oron
flooring alkali
a bedresisting mortar
of 10 mm thickbedding, and(1joints
mortar 1:4 filled cement
acid proof with acid: 4and/or
coarsealkali
sand)resisting cement as
11.21.1.1 Acid and alkali resistant tile
MATERIAL
Acid proof tiles of size 300x300mm,
10mm thick = 11.11nos+
Add wastage and breakage @ 2.5% = 0.28 nos.
Total = 11.39 nos. Say 12 nos.
7077 Acid and alkali resistant tiles 300x300 mm size, 10 mm 500 10 Nos 1.2 600
thick
9977 Carriage 2.12 L.S. 6.24 13.23
sand)
9999 Mortar for pointing in acid/alkali resistant cement 2.12 L.S. 40.43 85.71
Cement for slurry over bed @ 3.3kg per sqm
Difference of cost for using acid proof cement instead of
ordinary cement
Add
7024 Acid Proof cement 7800 tonne 0.0079 61.62
Deduct
LABOUR
115 Coolie 645 day 0.2 129
9988 Sundries including carriage of cement etc. 2.12 L.S. 26.91 57.05
TOTAL 1132.67
TOTAL 1144
TOTAL 1304.73
TOTAL 1500.44
Say 1515.45
11.21 Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using
11.21.2 acid
In and/or alkalionresisting
dado/skirting 12 mm mortar bedding,
thick mortar and
1:4 (1 joints
acid filled
proof with :acid
cement and/or
4 coarse alkali resisting cement as
sand)
11.21.2.1 Acid and alkali resistant tile
MATERIAL
Acid proof tiles of size 300x300mm,
10mm thick = 11.11nos+
Add wastage and breakage @ 2.5% = 0.28 nos.
Total = 11.39 nos. Say 12 nos.
7077 Acid and alkali resistant tiles 300x300 mm size, 10 mm 500 10 Nos 1.2 600
thick
sand)
Difference of cost for using acid proof cement
instead of ordinary cement
Add
Deduct
9999 Mortar for pointing in acid proof cement 2.12 L.S. 40.43 85.71
Acid proof cementfor slurry over plaster 3.3kg/sqm
LABOUR
115 Coolie 645 day 0.25 161.25
TOTAL 1224.03
TOTAL 1236.27
TOTAL 1409.97
TOTAL 1621.47
Say 1637.7
11.22 Tile work in skirting, risers of steps and dado up to 2 m height over 12 mm thick bed of cement mortar
11.22.1 1:3 (1 cement
Marble :3 coarseRaj
tiles (polished) sand) and jointed with grey cement slurry @ 3.3 kg/sqm, including pointing in
Nagar
11.22.1.1 8 mm thick
MATERIAL
2751 8 mm thick marble tiles (polished) Raj Nagar 400 sqm 1.061 424.4
including wastage
12mm thick Cement mortar 1:3 (1 cement : 3 coarse
sand)
Cement for slurry @ 3.3kg/sqm
9999 Pigment 2.12 L.S. 2.08 4.41
LABOUR
115 Coolie 645 day 0.25 161.25
TOTAL 970.74
TOTAL 980.45
TOTAL 1118.2
TOTAL 1285.93
Say 1298.8
11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approved by Engineer-
11.23.1 in-charge,white
Makrana over 20 mm (average)
second quality thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
MATERIAL
20mm thick marble slab = 10.00sqm.+
Add for wastage 15% = 1.50sqm.
Total = 11.50sqm.
6001 White marble slab Makrana second quality plain veined 1450 sqm 11.5 16675
18 mm thick
Base Cement mortar 1 : 4 (1 cement : 4 coarse sand)
Cement for slurry @4.4kg/sqm.
(i) for bedding = 44 kg+
(ii) for jointing = 6 kg.
Total = 50 kg
9977 Carriage of marble slab 2.12 L.S. 26.91 57.05
LABOUR
(for finishing, polishing and fixing)
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
9988 Sundries and carriage of cement etc. 2.12 L.S. 134.55 285.25
TOTAL 25243.66
TOTAL 25496.1
TOTAL 29078.3
TOTAL 33440.05
Cost of 10 sqm. 33774.45
Say 3377.45
11.23.2 in-charge,
Raj over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
Nagar plain
MATERIAL
Total = 11.50sqm.
7071 White marble Raj Nagar plain 18 mm thick upto 0.50 550 sqm 11.5 6325
sqm area
Cement for slurry @, 4.4kg sqm.
Total = 50 kg
LABOUR
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
TOTAL 14893.66
TOTAL 15042.6
TOTAL 17156.09
TOTAL 19729.5
Cost of 10 sqm. 19926.8
Say 1992.7
11.23.3 in-charge,
Agaria over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
White
MATERIAL
Total = 11.50sqm.
7850 Agaria White marble slab plain 18mm thick 950 sqm 11.5 10925
Cement for slurry @ 4.4kg sqm.
Total = 50 kg
LABOUR
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
TOTAL 19493.66
TOTAL 19688.6
TOTAL 22454.85
TOTAL 25823.08
Cost of 10 sqm. 26081.31
Say 2608.15
11.23.4 in-charge,
Black Zebraover 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
MATERIAL
Total = 11.50sqm.
6019 Black Zebra marble slab plain 18mm thick 1000 sqm 11.5 11500
Cement for slurry @, 4.4kg sqm.
Total = 50 kg
LABOUR
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
TOTAL 20068.66
TOTAL 20269.35
TOTAL 23117.19
TOTAL 26584.77
Cost of 10 sqm. 26850.62
Say 2685.05
11.23.5 in-charge,
Udaipur overmarble
green 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
MATERIAL
Total = 11.50sqm.
6010 Udaypur green marble slab plain 18mm thick 620 sqm 11.5 7130
Total = 50 kg
LABOUR
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
TOTAL 15698.66
TOTAL 15855.65
TOTAL 18083.37
TOTAL 20795.88
Cost of 10 sqm. 21003.84
Say 2100.4
11.23.6 in-charge,
Pink over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and
plain marble
MATERIAL
Total = 11.50sqm.
6007 Pink marble slab plain 18mm thick 685 sqm 11.5 7877.5
Total = 50 kg
LABOUR
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
TOTAL 16446.16
TOTAL 16610.62
TOTAL 18944.41
TOTAL 21786.07
Cost of 10 sqm. 22003.93
Say 2200.4
11.24 Extra for pre finished nosing to treads of steps of marble stone.
LABOUR
126 Mason (for ornamental stone work) 1st class 784 day 2 1568
114 Beldar 645 day 1.5 967.5
139 Skilled Beldar (for floor rubbing etc.) 714 day 2.5 1785
9999 Sundries 2.12 L.S. 53.82 114.1
TOTAL 4434.6
TOTAL 4478.95
TOTAL 5108.24
TOTAL 5874.48
Say 593.3
11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 metre.
LABOUR
114 Beldar 645 day 1.4 903
115 Coolie 645 day 0.75 483.75
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 5243.12
TOTAL 5295.55
TOTAL 6039.57
TOTAL 6945.51
Cost for 10sqm. 7014.97
Say 701.5
11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry
11.26.1 mixed
25 mmwith
thickpigment to match the shade of the slab, including rubbing and polishing complete with
MATERIAL
1168 Kota stone slab 20 mm to 25 mm thick (semi- polished) 320 sqm 11.5 3680
stone slab
Cement for slurry-(i) for bedding = 44kg+
(ii) for joints = 20 kg.Total = 64 kg. or 0.064 tonne
874 Black colour dark shade pigment 70 kg 4.5 315
LABOUR
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
9999 Sundries 2.12 L.S. 208.13 441.24
TOTAL 12755.56
TOTAL 12883.12
TOTAL 14693.2
TOTAL 16897.18
Say 1706.6
11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick
Code cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with
Description grey cement
Rate Unitslurry mixed
Qty with Total
pigment
MATERIAL
1168 Kota stone slab 20 mm to 25 mm thick (semi- polished) 320 sqm 11.5 3680
stone slab
for slurry
LABOUR
114 Beldar 645 day 3 1935
115 Coolie 645 day 1 645
9999 Sundries 2.12 L.S. 174.98 370.96
TOTAL 15236.4
TOTAL 15388.76
TOTAL 17550.88
TOTAL 20183.51
Say 2038.55
11.28 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1
11.28.1 cement
Red sand: 5stone
coarse sand) with joints finished flush.
MATERIAL
Finished work = 10 sqm
Add for wastage @ 10% = 1 sqm
Total = 11 sqm
9977 Carriage 2.12 L.S. 34.06 72.21
(i) for beading = 0.224 cum+
(ii) for joining = 0.026 cum.
Total=0.250cum.
3.1 Rate as per Item Number 3.10 of SH: Mortars 3995 cum 0.25 998.75
LABOUR
100 Bandhani 714 day 1.1 785.4
115 Coolie 645 day 0.55 354.75
101 Bhisti 714 day 0.27 192.78
9999 Sundries 2.12 L.S. 10.79 22.87
TOTAL 7387.16
TOTAL 7461.03
TOTAL 8509.3
TOTAL 9785.7
Say 988.35
11.28.2 cementsand
White : 5 coarse
stone sand) with joints finished flush.
MATERIAL
Total = 11 sqm
1165 White sand stone slab 40 mm thick (un-dressed) 250 sqm 11 2750
9977 Carriage 2.12 L.S. 34.06 72.21
Cement mortar 1 : 5 (1 cement :
5 coarse sand)
Total=0.250cum.
LABOUR
100 Bandhani 714 day 1.1 785.4
115 Coolie 645 day 0.55 354.75
101 Bhisti 714 day 0.27 192.78
9999 Sundries 2.12 L.S. 10.79 22.87
TOTAL 7607.16
TOTAL 7683.23
TOTAL 8762.72
TOTAL 10077.13
Say 1017.8
11.29.1 cement
Red sand: 5stone
coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an
MATERIAL
Total = 11 sqm
9977 Carriage 2.12 L.S. 34.06 72.21
Total=0.250cum.
Cement mortar 1:2 (1 Cement : 2 stone dust for pointing)
LABOUR
100 Bandhani 714 day 1.1 785.4
115 Coolie 645 day 1.4 903
101 Bhisti 714 day 0.55 392.7
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 8919.05
TOTAL 9008.24
TOTAL 10273.9
TOTAL 11814.99
Say 1193.3
11.29.2 cementsand
White : 5 coarse
stone sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an
MATERIAL
Total = 11 sqm
9977 Carriage 2.12 L.S. 34.06 72.21
Total=0.250cum.
LABOUR
100 Bandhani 714 day 1.1 785.4
115 Coolie 645 day 1.4 903
101 Bhisti 714 day 0.55 392.7
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 9139.05
TOTAL 9230.44
TOTAL 10527.32
TOTAL 12106.42
Say 1222.75
11.3 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :
11.30.1 5 coarse
Red sandsand)
stonewith joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust)
MATERIAL
Total = 11 sqm
9977 Carriage 2.12 L.S. 34.06 72.21
Total=0.250cum.
LABOUR
100 Bandhani 714 day 1.1 785.4
115 Coolie 645 day 1.4 903
101 Bhisti 714 day 0.55 392.7
9999 Sundries 2.12 L.S. 26.91 57.05
Labour for rubbing of stone
13 Machine for rubbing of floors 300 day 0.988 296.4
TOTAL 9656.7
TOTAL 9753.27
TOTAL 11123.6
TOTAL 12792.14
Say 1292
11.3 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement :
11.30.2 5 coarse
White sand)
sand with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust)
stone
MATERIAL
Total = 11 sqm
9977 Carriage 2.12 L.S. 34.06 72.21
Total=0.250cum.
LABOUR
100 Bandhani 714 day 1.1 785.4
115 Coolie 645 day 1.4 903
101 Bhisti 714 day 0.55 392.7
9999 Sundries 2.12 L.S. 26.91 57.05
Labour for rubbing of stone
13 Machine for rubbing of floors 300 day 0.988 296.4
TOTAL 9876.7
TOTAL 9975.47
TOTAL 11377.02
TOTAL 13083.57
Say 1321.45
11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
LABOUR
126 Mason (for ornamental stone work) 1st class 784 day 1.5 1176
TOTAL 1176
TOTAL 1187.76
TOTAL 1354.64
TOTAL 1557.84
Say 157.35
11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to 1.05 metre.
LABOUR
114 Beldar 645 day 0.2 129
TOTAL 271.8
TOTAL 274.52
TOTAL 313.09
TOTAL 360.05
Say 36.35
11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete
11.33.1 with : class teak wood
Second
Details of cost for 2.5x4=10 sqm.
MATERIAL
Second class indian teak wood
No of joints = 4000/138 = 28.97
Total = (29-1) = 28 nos
Qty of wood required
2.5(4+0.336)x0.025 = 0.271 cum
Add wastage @ 10 % = 0.027 cum
Total = 0.2981 cum = 298.1 cudm
1231 Extra for selected planks of second class teakwood 150 10 cudm 29.81 4471.5

(slotted counters sunk head type)

LABOUR
114 Beldar 645 day 1.35 870.75
9999 Sundries for glue etc. 2.12 L.S. 33.28 70.55
TOTAL 31301.48
TOTAL 31614.49
TOTAL 36056.33
TOTAL 41464.78
Say 4187.95
11.33 25 mm wooden planking, tongued and grooved in flooring, including fixing with iron screws complete
11.33.2 with : class deodar wood
Second
Details of cost for 2.5x4=10 sqm.
MATERIAL
Second class deodar wood planks
No of joints = 4000/138 = 28.97
Total = (29-1) = 28 nos
Qty of wood required
2.5(4+0.336)x0.025 = 0.271 cum
Add wastage @ 10 % = 0.027 cum
Total = 0.2981 cum = 298.1 cudm
1194 Second class deodar wood in planks 500 10 cudm 29.81 14905
2500 Extra for selected planks of second class deodar wood 113 10 cudm 29.81 3368.53

(slotted counters sunk head type)

LABOUR
114 Beldar 645 day 1.08 696.6
9999 Sundries for glue etc. 2.12 L.S. 26.91 57.05
TOTAL 20928.47
TOTAL 21137.75
TOTAL 24107.6
TOTAL 27723.74
Say 2800.1
11.34 38 mm thick wood block flooring of first class teak wood laid over 25 mm thick leveling layer of
Unit10 mmQty
nominal size)
Totalto be
Bitumen blown type
i) For bed layer @ 2.45kg/sqm. = 2.45kg+
ii) For dipping blocks L.S. = 2.00Kg.
Total = 4.45kg.
313 Blown type petroleum bitumen of penetration 85/25 of 34790 tonne 0.0044 153.08
approved quality
1st class teal wood in scanting for wooden blocks
1 sqm x 0.038 m = 0.038 cum
Add 10 % wastage = 0.0038 cum
Total = 0.0418 cum or 41.8 cudm
1187 First class teak wood in scantling 880 10 cudm 4.18 3678.4

LABOUR
114 Beldar 645 day 2.25 1451.25
115 Coolie 645 day 1.5 967.5
130 Mistry 784 day 0.1 78.4
9999 Sundries such as fuel, kerosene oil, 2.12 L.S. 80.73 171.15
sand paper etc. 80.73
TOTAL 7880.33
TOTAL 7959.13
TOTAL 9077.39
TOTAL 10439
Say 10543.4
11.35 Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm
Code long, forked at end 60cm apart (minimum three lugs to be provided),
Description Rate including
Unit necessary
Qty welding
Totaland
Details of cost for 3m (11.40+0.24kg = 11.64kg)
MATERIAL
Angle iron 50x50x5 mm =3 m
Add wastage @ 5% = 0.15 m
Total=3.15 m @ 3.80 kg per m =
11.97 kg Say 0.12 qtl
Lugs 10x5 mm flat = 6x0.10 = 0.60 m@

0.40 kg per m = 0.24 kg
Add wastage @ 5% = 0.012 kg
Total 0.252 kg or 0.0025 qtl
6cm (lugs)
9999 Sundries 2.12 L.S. 9.1 19.29
LABOUR
114 Beldar 645 day 0.25 161.25
Priming coat 3x0.20 = 0.60 sqm
TOTAL 1251.36
(1251.36 - 33.3) = 1218.06
TOTAL 1263.54
on (1263.54 - 33.3) = 1230.24 x 0.1405
TOTAL 1436.39
except (A) i.e. on (1436.39 - 33.3) = 1403.09
TOTAL 1646.85
(1646.85 - 33.3) = 1613.55
Cost for 11.64 kg. 1662.99
Cost per 1 Kg. 142.87
Say 142.85
11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
Code manufacturer) of 1st quality conforming to IS : 15622 of approved
Description Rate makeUnit
in coloursQty
such as White,
Total
MATERIAL
Glazed Ceramic floor tiles 300x300 mm
size = 1.000 sqm
Total = 1.025 sqm
7801 Ceramic Glazed Tiles Ist quality 300 x 300mm in all 175 sqm 1.025 179.38
shades and designs of White, Ivory, grey, Fuem Red
brown etc.
20 mm thick Cement mortar 1 : 4 (1 cement : 4 coarse
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 699.3
TOTAL 706.29
TOTAL 805.52
TOTAL 926.35
Say 935.6
11.37A Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be
Code specified by the manufacturer ) of approved make in all colours,
Description Rateshades Unit
except burgundy,
Qty bottle
Total
Detail of Cost for 1.00 Sqm
Material
7801 Glazed Ceramic Floor Tile = 1.00 Sqm+ Add for wastage 175 sqm 1.025 179.38
and breakage @2.5% = 0.025 Sqm =1.025 Sqm
9999 Carriage of Tiles 2.12 L.S. 6.24 13.23

3.8 Cement mortar 1:3 (1 Cement: 3 Coarse Sand) 5024.15 cum 0.014 70.34
367 Cement for slurry over bed @3.3 Kg/Sqm 5000 tonne 0.0033 16.5
Labour
123 Mason 1st Class 784 day 0.25 196
115 Coolie 645 day 0.25 161.25
9999 Sundries includding carriage of Cement etc 2.12 L.S. 26.91 57.05
TOTAL 701.47
TOTAL 708.48
TOTAL 808.02
TOTAL 929.22
Cost 1 sqm 938.51
Say 938.5
11.38 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the
Code manufacturer), of 1st quality conforming to IS : 15622, of approved
Description Rate make, in all colours,
Unit Qty shades, Total
MATERIAL
Glazed Ceramic floor tiles 300x300 mm
size = 1.000 sqm
Total = 1.025 sqm
7802 Ceramic Glazed Tiles Ist quality 300 x 300 in all shades 300 sqm 1.025 307.5
designs except White, Ivory, Grey, Fuem Red Brown etc.

sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 827.42
TOTAL 835.69
TOTAL 953.1
TOTAL 1096.07
Say 1107.05
11.39 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be
Code specified by the manufacturer), of 1st quality conforming to IS
Description : 15622, of
Rate approved
Unit make, in colours
Qty Total
MATERIAL
Rectified Ceramic Glazed floor tiles 300x300 mm
size = 1.000 sqm
Total = 1.025 sqm
7803 Rectified Ceramic Glazed Tiles Ist quality 300x300mm or 340 sqm 1.025 348.5
more in all shades designs White, Ivory, Grey, Fuem Red
Brown etc.
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 854.16
TOTAL 862.7
TOTAL 983.91
TOTAL 1131.5
Say 1142.8
11.4 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be
Code specified by the manufacturer), of 1st quality conforming to IS
Description : 15622, of
Rate approved
Unit make, in all
Qty Total
MATERIAL
Rectified Ceramic Glazed floor tiles 300x300 mm
size or more = 1.000 sqm
Total = 1.025 sqm
7804 Rectified Ceramic Glazed Tiles Ist quality 300x300mm or 400 sqm 1.025 410
more in all shades designs except White, Ivory, Grey,
Fuem Red Brown etc.
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 915.66
TOTAL 924.82
TOTAL 1054.76
TOTAL 1212.97
Say 1225.1
11.41 Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the
11.41.1 manufacturer)
Size with mm
of Tile 500x500 water absorption less than 0.08% and conforming to IS: 15622, of approved make,
MATERIAL
Vitrified floor tiles 50x50 cm size = 1.000 sqm
Total = 1.025 sqm
8620 Vitrified floor tile 50x50 cm 500 sqm 1.025 512.5
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 997.32
TOTAL 1007.29
TOTAL 1148.81
TOTAL 1321.13
Say 1334.35
Size with mm
MATERIAL
Total = 1.025 sqm
8621 Vitrified floor tile 60x60 cm 560 sqm 1.025 574
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1058.82
TOTAL 1069.41
TOTAL 1219.66
TOTAL 1402.61
Say 1416.65
Size with mm
MATERIAL
Total = 1.025 sqm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1405.11
TOTAL 1419.16
TOTAL 1618.55
TOTAL 1861.33
Say 1879.95
Size with water
of Tile 1000x1000 mm absorption less than 0.08% and conforming to IS: 15622, of approved make,
MATERIAL
Total = 1.025 sqm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1907.36
TOTAL 1926.43
TOTAL 2197.09
TOTAL 2526.65
Say 2551.9
11.41A Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the
11.41A.1 manufacturer)
Double with water
charge vitrified absorption
tile polished lessof
finish than
size0.08% and conforming to IS:15622, of approved brand
11.41A.1.1 Size of Tile 600 x 600 mm
MATERIAL
Double Charged vitrified floor tiles 60 x 60
cm size =1.00 sqm+ Add wastage &
breakage @2.5% =0.025 sqm. Total =
1.025 sqm
2752 Double charge vitrified tile polished finish of size 60 x 60 460 sqm 1.025 471.5
cm
sand)
3.9 Rate as per Item Number 3.9 of SH: 4355.2 cum 0.024 104.52
Mortars 0.024
367 Portland cement 5000 tonne 0.0033 16.5
9999 For notch trowel,plier, wedge, clips of required 2.12 L.S. 2.5 5.3
thickness, leveling system and rubber mallet etc.
LABOUR
115 Coolie 645 day 0.2 129
9988 sundries including carriage of quick set polymer etc. 2.12 L.S. 26.91 57.05
TOTAL 961.62
TOTAL 971.24
TOTAL 1107.7
TOTAL 1273.86
Cost of 1sqm 1286.6
Say 1286.6
Double with water
finish than
11.41A.1.2 Size of Tile 800 x 800 mm
MATERIAL
1.025 sqm
2753 Double charge vitrified tile polished finish of size 80 x 80 525 sqm 1.025 538.13
cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1026.04
TOTAL 1036.3
TOTAL 1181.9
TOTAL 1359.19
Cost of 1sqm 1372.78
Say 1372.8
Double with water
finish than
11.41A.1.3 Size of Tile 600 x 1200 mm
MATERIAL
1.025 sqm
2754 Double charge vitrified tile polished finish of size 60 x 550 sqm 1.025 563.75
120 cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1051.66
TOTAL 1062.18
TOTAL 1211.42
TOTAL 1393.13
Say 1407.05
Double with water
finish than
11.41A.1.4 Size of Tile 800 x 1600 mm
MATERIAL
1.025 sqm
160 cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1256.66
TOTAL 1269.23
TOTAL 1447.56
TOTAL 1664.69
Say 1681.35
Double with water
finish than
11.41A.1.5 Size of Tile 1000 x 1000 mm
MATERIAL
Double Charged vitrified floor tiles 100 x
100 cm size =1.00 sqm+ Add wastage &
1.025 sqm
100 cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1205.41
TOTAL 1217.46
TOTAL 1388.51
TOTAL 1596.79
Say 1612.75
Glazed vitrified with
floor water absorption
tiles polished less
finish ofthan
size 0.08% and conforming to IS:15622, of approved brand
11.41A.2.1 Size of Tile 600 x 600 mm
MATERIAL
Glazed vitrified floor tiles 60 x 60 cm size
=1.00 sqm+ Add wastage & breakage
@2.5% =0.025 sqm. Total = 1.025 sqm
2757 Glazed vitrified tiles polished finish of size 60 x 60 cm 500 sqm 1.025 512.5

sand)

LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1000.41
TOTAL 1010.41
TOTAL 1152.37

TOTAL 1325.23

Say 1338.5
tiles polished less
finish ofthan
11.41A.2.2 Size of Tile 600 x 1200 mm
MATERIAL
@2.5% =0.025 sqm. Total = 1.025 sqm

sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1205.41
TOTAL 1217.46
TOTAL 1388.51
TOTAL 1596.79
Say 1612.75
tiles polished less
finish ofthan
11.41A.2.3 Size of Tile 800 x 800 mm
MATERIAL
@2.5% =0.025 sqm. Total = 1.025 sqm

sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1154.16
TOTAL 1165.7
TOTAL 1329.48
TOTAL 1528.9
Say 1544.2
tiles polished less
finish ofthan
11.41A.2.4 Size of Tile 800 x 1200 mm
MATERIAL
@2.5% =0.025 sqm. Total = 1.025 sqm
2760 Glazed vitrified tiles polished finish of size 80 x 120 cm 880 sqm 1.025 902

sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1389.91
TOTAL 1403.81
TOTAL 1601.05
TOTAL 1841.21
Say 1859.6
tiles polished less
finish ofthan
11.41A.2.5 Size of Tile 1200 x 1200 mm
MATERIAL
@2.5% =0.025 sqm. Total = 1.025 sqm
2761 Glazed vitrified tiles polished finish of size 120 x 120 cm 1200 sqm 1.025 1230

sand)
3.9 Rate as per Item Number 3.9 of SH: 4355.2 cum 0.024 104.52
Mortars 0.024
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1717.91
TOTAL 1735.09
TOTAL 1978.87
TOTAL 2275.7
Say 2298.45
Glazed Vitrified with water absorption
tiles Matt/Antiskid lessofthan
finish size 0.08% and conforming to IS:15622, of approved brand
11.41A.3.1 Size of Tile 600 x 600 mm
MATERIAL
Glazed Vitrified tiles Matt/Antiskid finish 60 x
1.025 sqm
2762 Glazed Vitrified tiles Matt/Antiskid finish of size 60 x 60 480 sqm 1.025 492
cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 979.91
TOTAL 989.71
TOTAL 1128.76
TOTAL 1298.07
Say 1311.05
11.41A.3.2 Size of Tile 600 x 1200 mm
MATERIAL
1.025 sqm
2763 Glazed Vitrified tiles Matt/Antiskid finish of size 60 x 120 700 sqm 1.025 717.5
cm
sand)
9999 For notch trowel, plier, wedge, clips of required 2.12 L.S. 2.5 5.3
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1205.41
TOTAL 1217.46
TOTAL 1388.51
TOTAL 1596.79
Say 1612.75
11.41A.3.3 Size of Tile 800 x 800 mm
MATERIAL
1.025 sqm
2764 Glazed Vitrified tiles Matt/Antiskid finish of size 80 x 80 650 sqm 1.025 666.25
cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1154.16
TOTAL 1165.7
TOTAL 1329.48
TOTAL 1528.9
Say 1544.2
11.41A.3.4 Size of Tile 800 x 1200 mm
MATERIAL
1.025 sqm
2765 Glazed Vitrified tiles Matt/Antiskid finish of size 80 x 120 880 sqm 1.025 902
cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1389.91
TOTAL 1403.81
TOTAL 1601.05
TOTAL 1841.21
Say 1859.6
11.41A.3.5 Size of Tile 1200 x 1200 mm
MATERIAL
1.025 sqm
2766 Glazed Vitrified tiles Matt/Antiskid finish of size 120 x 1400 sqm 1.025 1435
120 cm
sand)
LABOUR
115 Coolie 645 day 0.2 129
TOTAL 1922.91
TOTAL 1942.14
TOTAL 2215.01
TOTAL 2547.26
Say 2572.75
11.42 Deduct for not using 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand) bedding in laying of
Code floor tiles and jointing with grey cement slurry @ 3.3 kg/ sqm.
MATERIAL
LABOUR
115 Coolie 645 day 0.2 129
9988 Sundries i/c carriage of cement etc. 2.12 L.S. 26.91 57.05
TOTAL 549.58
TOTAL 555.08
TOTAL 633.07
TOTAL 728.03
Say 735.3
11.43 Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile
Code adhesive (Water based) conforming to IS: 15477, in average 3mm
Description Rate thickness.
Unit Qty Total
MATERIAL
8731 High polymer modified quickset tile adhesive. 9 kg 5 45
LABOUR
115 Coolie 645 day 0.2 129
9988 Sundries i/c carriage of cement etc. 2.12 L.S. 26.91 57.05
TOTAL 473.56
TOTAL 478.3
TOTAL 545.5
TOTAL 627.33
Say 633.6
11.44 Crazy ceramic tile flooring, with under layer 12 mm thick cement mortar 1:4 (1 cement: 4 coarse
Code sand), with joints not exceeding 5 mm, including filling the gaps
Description Ratewith ordinary
Unit cement
Qty mixtureTotal
&
MATERIAL
Under layer 12 mm thick Cement mortar 1:4 (1 cement :
4 coarse sand).
3.9 Rate as per Item No.3.9 of SH:Mortar 4355.2 cum 0.14 609.73
LABOUR
114 Beldar 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
9999 Sundries 2.12 L.S. 8.97 19.02
Cement slurry for subgrade
Labour for applying cement slurry
114 Beldar 645 day 0.5 322.5
Top layer with tile piece and gap filling with cement
motar:
Ceramic tile piece for crazy flooring
assuming 70% tile area and 30% of joint
filler/mixture. (7.00x0.010)=0.07
0.872x0.07/0.051=1.20 qtl
2709 Ceremic Tiles Pieces for Crazy Flooring 145 quintal 1.2 174
Cement motar 1:4 for filling of crazy tile
:(300x0.01=0.03)
Synthetic polyster triangular
4.18 Rate as per Item No.4.18 of SH: CONCRETE WORK 61.85 per bag 1.38 85.35
of 50kg
of
cement
Water proofing compound

4.12 Rate as per Item No.4.12 of SH:CONCRETE WORK 57.15 per 50kg 1.38 78.87
cement
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.54 385.56
9999 Sundries 2.12 L.S. 67.25 142.57
TOTAL 6136.19
(6136.19 - 164.22) = 5971.97
TOTAL 6195.91
on (6195.91 - 164.22) = 6031.69 x 0.1405
TOTAL 7043.36
except (A) i.e. on (7043.36 - 164.22) = 6879.14
TOTAL 8075.23
(8075.23 - 164.22) = 7911.01
Cost of 10 sqm. 8154.34
Say 815.45
11.45 Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of
Code compacted bed of 20 mm thick nominal size stone aggregateRate
Description and base course
Unit and Qty
filling with 150
Totalmm
MATERIAL
1 x 10 x 0.15 = 1.5cum
2202 Stone aggregate below 40 mm nominal size 163.93 cum 1.5 245.9
LABOUR
for spreading ramming and consolidation of sub grade
114 Beldar 645 day 0.7 451.5

115 Coolie 645 day 0.52 335.4
101 Bhisti 714 day 0.36 257.04
Providing and filling Jamuna sand
2.27 Rate as per Item No.2.27 of SH: EARTH WORK 2161.2 cum 1.5 3241.8
2708 Truf Paver (500 x 500 x 40 mm) 510 sqm 10 5100
Labour for laying of Turf pave
114 Beldar 645 day 1 645
9999 Sundries 2.12 L.S. 50 106
TOTAL 12874.64
(12874.64 - 3241.8) = 9632.84
TOTAL 12970.97
on (12970.97 - 3241.8) = 9729.17 x 0.1405
TOTAL 14337.92
except (A) i.e. on (14337.92 - 3241.8) = 11096.12
TOTAL 16002.34
(16002.34 - 3241.8) = 12760.54
Cost of 10 sqm. 16129.95
Cost of 1 sqm. 1613
Say 1613
11.46 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with
11.46.1 water
Size ofabsorption
Tile 500x500 less
mm than 0.08 % and conforming to I.S. 15622, of approved make, in all colours &
MATERIAL
Vitrified floor tiles 50 x 50 cm size = 1.00 sqm+
Add wastage & breakage @ 2.5% = 0.025 sqm
Total = 1.025 sqm
sand)
3.8 Rate as per Item No.3.8 of SH:Mortars 5024.15 cum 0.014 70.34
Cement slurry over bed @ 3.3 kg per sqm
LABOUR
115 Coolie 645 day 0.25 161.25
9988 Sundries including carriage of quick set 2.12 L.S. 26.91 57.05
polymer etc. 26.91
TOTAL 1034.59
TOTAL 1044.94
TOTAL 1191.75
TOTAL 1370.51
Say 1384.2
water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours &
shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse
sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement
& matching pigments etc. complete.
11.46.2 Size of Tile 600x600 mm

MATERIAL
Total = 1.025 sqm
sand)
LABOUR
115 Coolie 645 day 0.25 161.25
9988 Sundries including carriage of quick set polymer etc. 2.12 L.S. 26.91 57.05
TOTAL 1096.09
TOTAL 1107.05
TOTAL 1262.59
TOTAL 1451.98
Say 1466.5
11.46.3 water
Size ofabsorption
Tile 800x800 less
mm than 0.08 % and conforming to I.S. 15622, of approved make, in all colours &
MATERIAL
Total = 1.025 sqm
sand)
LABOUR
115 Coolie 645 day 0.25 161.25
TOTAL 1444.59
TOTAL 1459.04
TOTAL 1664.04
TOTAL 1913.65
Say 1932.8
11.46.4 water
Size ofabsorption
Tile 1000x1000less than
mm 0.08 % and conforming to I.S. 15622, of approved make, in all colours &
MATERIAL
Total = 1.025 sqm
sand)
LABOUR
115 Coolie 645 day 0.25 161.25
TOTAL 1946.84
TOTAL 1966.31
TOTAL 2242.58
TOTAL 2578.97
Say 2604.75
11.46A Providing and fixing glazed screen printed border tile 75mm wide having thickness 5mm, of approved
Code quality & make, in all shades, design and prints, in dado, over
Description 12mm thick
Rate Unitbed of cement
Qty mortar
Total1:3
Details for 1sqm (i.e. 13.33m length)
Material
8624 Border tiles 200x75mm size 5mm thick 16 each 68 1088
Tile required=1.00/(0.20x0.075)=66.70 tile.
Add 2.5% wastage = 1.67 tile
Total 68.37 say 68 tiles
9999 Carriage 2.12 L.S. 6.24 13.23
3.8 Cement mortar 1:3 for 12mm base 5024.15 cum 0.014 70.34
367 Cement for slurry over bed @ 3.3kg/sqm 5000 tonne 0.0033 16.5
Labour
123 Mason 1st class 784 day 0.25 196
115 Coolie 645 day 0.25 161.25
9999 Sundries 26.91-0.16=26.75 2.12 L.S. 26.75 56.71
TOTAL 1687.74
TOTAL 1704.62
TOTAL 1944.12
TOTAL 2235.74
Details of cost for 1sqm i.e. 13.33 mts 2258.1
Say 169.4
11.47 Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer),
11.47.1 withof
Size water absorption
Tile 500x500 mmless than 0.08% and conforming to IS: 15622, of approved brand &
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.5 322.5
9988 Sundries including carriage of quick 2.12 L.S. 26.91 57.05
set polymer etc. 26.91
TOTAL 1191.28
TOTAL 1203.19
TOTAL 1372.24
TOTAL 1578.08
Say 1593.85
11.47.2 withof
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.5 322.5
9988 Sundries including carriage of quick set 2.12 L.S. 26.91 57.05
polymer etc. 26.91
TOTAL 1252.78
TOTAL 1265.31
TOTAL 1443.09
TOTAL 1659.55
Say 1676.15
11.47.3 withof
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.5 322.5
TOTAL 1601.28
TOTAL 1617.29
TOTAL 1844.52
TOTAL 2121.2
Say 2142.4
11.47.4 withof
Size water absorption mm
Tile 1000x1000 less than 0.08% and conforming to IS: 15622, of approved brand &
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.5 322.5
TOTAL 2103.53
TOTAL 2124.57
TOTAL 2423.07
TOTAL 2786.53
Say 2814.4
11.48 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of
11.48.1 organic
Size coated
of Tile filler mm
500x500 of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including
MATERIAL
8682 Epoxy Grout 380 kg 0.21 79.8
LABOUR
115 Coolie 645 day 0.1 64.5
9988 Sundries including carriage 2.12 L.S. 5 10.6
TOTAL 233.3
TOTAL 235.63
TOTAL 268.74
TOTAL 309.05
Say 312.15
11.48.2 organic
Size coated
of Tile filler mm
MATERIAL
8682 Epoxy Grout 380 kg 0.18 68.4
LABOUR
115 Coolie 645 day 0.08 51.6
TOTAL 193.32
TOTAL 195.25
TOTAL 222.68
TOTAL 256.08
Say 258.65
11.48.3 organic
Size coated
of Tile filler mm
MATERIAL
8682 Epoxy Grout 380 kg 0.15 57
LABOUR
115 Coolie 645 day 0.06 38.7
TOTAL 153.34
TOTAL 154.87
TOTAL 176.63
TOTAL 203.12
Say 205.15
11.48.4 organic
Size coated
of Tile filler ofmm
1000x1000 desired shade (0.10 kg of hardener and 0.20 kg of resin per kg), including
MATERIAL
8682 Epoxy Grout 380 kg 0.11 41.8
LABOUR
115 Coolie 645 day 0.04 25.8
TOTAL 109.56
TOTAL 110.66
TOTAL 126.21
TOTAL 145.14
Say 146.6
11.49 Providing and laying Vitrified tiles in floor with different sizes (thickness to be specified by the
11.49.1 manufacturer),
Size withmm
of Tile 500x500 water absorption less than 0.08% and conforming to IS:15622, of approved brand
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.4 258
TOTAL 1087.58
TOTAL 1098.46
TOTAL 1252.79
TOTAL 1440.71
Say 1455.1
Size withmm
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.4 258
TOTAL 1149.08
TOTAL 1160.57
TOTAL 1323.63
TOTAL 1522.17
Say 1537.4
Size withmm
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.4 258
TOTAL 1497.58
TOTAL 1512.56
TOTAL 1725.07
TOTAL 1983.83
Say 2003.65
Size with water
of Tile 1000x1000 mm absorption less than 0.08% and conforming to IS:15622, of approved brand
MATERIAL
Total = 1.025 sqm
LABOUR
115 Coolie 645 day 0.4 258
TOTAL 1999.83
TOTAL 2019.83
TOTAL 2303.62
TOTAL 2649.16
Say 2675.65
11.5 Deduct for not grouting the joints with white cement and matching pigment in the items of fixing of
Code vitrified tiles.
MATERIAL
9999 Mortar for pointing in white cement with matching 2.12 L.S. 3.12 6.61
pigment
9999 LABOUR 2.12 L.S. 1 2.12
TOTAL 8.73
TOTAL 8.82
TOTAL 10.06
TOTAL 11.57
Say 11.7
11.51 Providing and laying machine cut, mirror polished, Italian Marble stone flooring laid in required
11.51.1 pattern
18 in linear
mm thick portion
Italian of the
Marble building
stone all complete
slab, Perlato, Rossoas per architectural
verona, Fire Red or drawings, with 18 mm
Dark Emperadore etc. thick
Details of cost per 10 sqm
MATERIAL
18 mm thick italian marble stone slab 10.00 sqm
Add for wastage 15%= 1.50 sqm
Total: 11.50 sqm
1240 18 mm thick Italian Marble stone slab, Base mortar1:4 (1 3209 sqm 11.5 36903.5
cement :4 coarse sand)
Cemnt for slurry@, 4.4 kg/sqm
(i) for bedding=44 kg+
(ii) for jointing= 6 kg
Total=50 kg
368 White Cement 11200 tonne 0.05 560
9999 carriage of marble slab 2.12 L.S. 26.91 57.05
LABOUR :
(for finishing , polishing and fixing)
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
TOTAL 45558.77
TOTAL 46014.36
TOTAL 52479.38
TOTAL 60351.29
Cost of 10 sqm. 60954.8
Say 6095.5
11.52 Providing and laying machine cut, mirror polished Marble stone flooring, in required design (Simple
11.52.1 geometrical,
18 abstract
mm thick Italian etc.) and
Marble in patterns
stone in combination
slab, Perlato, withFire
Rosso verona, Italian
Red marble
or Darkstones of different
Emperadore etc.
MATERIAL
18 mm thick italian marble stone slab 10.00 sqm
Add for wastage 20%= 2 sqm
Total: 12 sqm
1240 18 mm thick Italian Marble stone slab, Base mortar1:4 (1 3209 sqm 12 38508
cement :4 coarse sand)
Cemnt for slurry@, 4.4 kg/sqm
(i) for bedding=44 kg+
(ii) for jointing= 6 kg
Total=50 kg
LABOUR :
114 Beldar 645 day 1.25 806.25
115 Coolie 645 day 1 645
TOTAL 47755.72
TOTAL 48233.28
TOTAL 55010.06
TOTAL 63261.57
Cost of 10 Sq.m. 63894.19
Cost of 1 Sq.m. 6389.42
Say 6389.4
11.53 Providing and fixing Glass mossaic tiles on finished plain wall surface of size 20 mm x 20 mm x 4 mm in
Code all colour, design , fixing in customize design as per directionRate
Description of Engineer-in-
Unit Charge.
QtyThe glassTotal
mosaic
MATERIAL
Glass mossaic tiles (20 mm x 20 mm x 4mm)
Add for wastage 2.5%= 0.2 sqm
Total: 8.20 sqm
1242 Glass mossaic tiles (20 mm x 20 mm x 4 mm) 2049 sqm 8.2 16801.8
1243 Tile fixing chemical adhesive 8.7 kg 20 174
1244 Cement Polymer Grout Compound 13 kg 10 130
1245 Acid for cleaning tiles 18 litre 4 72
LABOUR :
115 Coolie 645 day 1.6 1032
9999 Sundries including carriage of adhesive etc. 2.12 L.S. 26.91 57.05
TOTAL 19627.08
TOTAL 19823.35
TOTAL 22608.53
TOTAL 25999.81
Cost for 8.00 sqm 26259.81
Say 3282.5
11.54 Providing and fixing removable raised/false access flooring with system and its components of
11.54.1 approved
300 make for
mm Finished different
Floor Heightplenum
(FFH) height with possible height adjustment upto 50 mm, comprising
Details of Cost for : 100.00 Sqm
MATERIALS :
2711 FS800H Grade Flooring Panel (i/c) 5% wastage 740 each 292 216080
2712 Zinc Electroplated Pedestals - 300 mm 145 each 360 52200
2714 Zinc Electroplated Tube Stinger 70 each 570 39900
2715 Machine Screw for Fixing 3 each 1140 3420
7048 Rawl Plug fl0or pedestal grouting on floor 22 each 1440 31680
LABOUR :
114 Beldar 645 day 25 16125
9999 Sundries 2.12 L.S. 329 697.48
TOTAL 380741.28
TOTAL 384548.69
TOTAL 438577.78
TOTAL 504364.45
Cost of 100 sqm. 509408.09
Say 5094.1
11.54 Providing and fixing removable raised/false access flooring with system and its components of
11.54.2 approved
450 make for
mm Finished different
Floor Heightplenum
(FFH). height with possible height adjustment upto 50 mm, comprising
Details of Cost for : 100.00 Sqm
MATERIALS :
2711 FS800H Grade Flooring Panel 740 each 292 216080
2713 Zinc Electroplated Pedestals - 450 mm 210 each 360 75600
2714 Zinc Electroplated Tube Stinger 70 each 570 39900
2715 Machine Screw for Fixing 3 each 1140 3420
LABOUR :
114 Beldar 645 day 25 16125
9999 Sundries 2.12 L.S. 329 697.48
TOTAL 404141.28
TOTAL 408182.69
TOTAL 465532.36
TOTAL 535362.21
Cost of 100 sqm. 540715.83
Say 5407.15
11.55 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as
11.55.1 well as curvilinear
Flamed portions
finish granite stone of the
slab Jetbuilding all complete
Black, Cherry as per
Red, Elite the architectural
Brown, drawings with 18 mm
Cat Eye or equivalent.
MATERIAL
18mm thick - Flamed finish granite slab = 10.00
sqm+Add for wastage 15% =1.50 sqm, Total 11.50 sqm
1239 18 mm thick Flamed finish granite stone slab 1000 sqm 11.5 11500
stone slab
LABOUR :
114 Beldar 645 day 1 645
115 Coolie 645 day 1 645
9999 Sundries 2.12 L.S. 208.13 441.24
TOTAL 19357.26
TOTAL 19550.83
TOTAL 22297.72
TOTAL 25642.38
Say 2589.9
11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well
11.56.1 as curvilinear
Polished portions
Granite stone of thecolour
slab building all complete
of Black, as perRed
Cherry/Ruby the or
architectural
equivalent drawings with 18 mm thick
MATERIAL
18 mm thick polished finish granite stone slab 10.00
sqm + 1.50 (Add for wastage 15%)= 11.50 sqm

7298 18 mm thick Polished finish granite stone slab of colour 2000 sqm 11.5 23000
Black, Cherry/Ruby Red (slab area above 0.5 sqm) sqm
stone slab tonne
3.9 Rate as per Item No.3.9 of SH: MORTARS cum 4355.2 cum 0.224 975.56
367 Portland Cement tonne 5000 tonne 0.05 250
874 Black colour dark shade pigment kilogram 70 kg 4.5 315
2209 Carriage of Cement tonne 145.72 tonne 0.05 7.29
9999 Mortar for pointing in white cement (11.22) L.S. 2.12 L.S. 25.35 53.74
LABOUR :
124 Mason (brick layer) 2nd class day 714 day 1.2 856.8
114 Beldar day 645 day 1 645
115 Coolie 645 day 1 645
19 Machine for cutting (hand grinding) 250 day 2 500
9999 Sundries 2.12 L.S. 208.13 441.24
TOTAL 29215.26
TOTAL 29507.41
TOTAL 33653.2
TOTAL 38701.18
Cost of 10 sqm 39088.19
Say 3908.8
11.56 Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well
11.56.2 as curvilinear
Polished portions
Granite stone of theofbuilding
slab alland
all colour complete
textureasexcept
per the architectural
Black, drawings
Cherry/Ruby Red with 18 mm thick
MATERIAL
18 mm thick polished finish granite stone slab 10.00
sqm + 1.50 (Add for wastage 15%)= 11.50 sqm

7299 18 mm thick Polished finish granite stone slab of all 1200 sqm 11.5 13800
colour and texture except Black, Cherry/Ruby Red (slab
area more than 0.5 sqm)
stone slab
9999 Mortar for pointing in white cement (11.22) L.S. 2.12 L.S. 25.35 53.74
LABOUR :
124 Mason (brick layer) 2nd class day 714 day 1.2 856.8
114 Beldar day 645 day 1 645
115 Coolie 645 day 1 645
19 Machine for cutting (hand grinding) 250 day 2 500
9999 Sundries 2.12 L.S. 208.13 441.24
TOTAL 20015.26
TOTAL 20215.41
TOTAL 23055.68
TOTAL 26514.03
Cost of 10 sqm 26779.17
Say 2677.9
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J
12.1.1 or L hooks,
1.00 mm thickbolts andzinc
with nuts 8 mmnot
coating diameter with
less than bitumen
275 gm/m²and G.I. limpet washers or with G.I. limpet
Details of cost for a roof with each sloping side
18.09x5.10m and
slop being flatter than 1 vertical to 2.5 horizontal
Area of roof = 2x18.09x5.10 = 184.518 sqm.
MATERIAL
C.G.S. sheets 2x27 =54 nos. of size 2.5x0.9 metre @19.35
Kg
each =1044.90Kg.
2x27=54 nos. of size
2.8x0.9@21.67kg. each =1170.18Kg.+
Total = 2215.08Kg.+
Add 5% Wastage = 110.75Kg.
Total = 2325.83 Kg = 23.26 quintals
3050 Galvanised steel corrugated sheets 6000 quintal 23.26 139560
2302 Carriage of G.I. sheet and accessories 145.72 tonne 2.326 338.94
G.I.Seam bolts and nuts 60cm
centre to centre zig-zag i.e. 30cm
centre to centre straight
Breadth is 5.1metre
No. of bolts in one lap 5.1/0.3 =17 nos.
2x26(laps)x17 nos. = 884 nos.
G.I.,J or L hooks 8mm dia.
(No. of purlins to be used 5 on either side)2x5x27
(No. of sheets)x23 nos. of bolts in each sheet = 810 nos.
1023 Galvanised steel J or L hooks 8 mm dia 120 10 Nos 81 9720

1207 G.I. Limpet washer 21 100 Nos 16.94 355.74
(total of seam and J bolts)

884+810=1694
1208 Bitumen washer 30 100 Nos 16.94 508.2
9977 Carriage of bolts and washers 2.12 L.S. 26.91 57.05

9999 Sundries 2.12 L.S. 53.82 114.1
LABOUR
130 Mistry 784 day 1.3 1019.2
112 Carpenter 2nd class 714 day 15.5 11067
114 Beldar 645 day 15.5 9997.5
4202 Red oxide Zinc chromate primer 120 litre 2.53 303.6
131 Painter 714 day 1.13 806.82
115 Coolie 645 day 1.13 728.85
9999 Brushes, sand papers i/c sundries 2.12 L.S. 50.57 107.21
845 Roofing paint for iron sheets in red colour 120 litre 3.75 450
9977 Carriage of paint 2.12 L.S. 6.76 14.33
131 Painter 714 day 2.53 1806.42
115 Coolie 645 day 2.53 1631.85
9999 Brushes and Sandpapers 2.12 L.S. 31.98 67.8
9999 Sundries 2.12 L.S. 38.09 80.75
TOTAL 182095.66
TOTAL 183916.62
TOTAL 209756.91
TOTAL 241220.45
Cost of 184.518 Sqm. 243632.65
Say 1320.35
12.1.2 or L hooks,
with nuts 8 mmnot
less than bitumen
275 gm/m²and G.I. limpet washers or with G.I. limpet
18.09x5.10m and
Details of length and breadth.
Length 26(laps)x0.135(each lap)=3.51
Width of Corrugator sheet with 10
corrugation measured end to end = 0.8 metres 27 (nos.
of
sheets)x0.80 (width of sheet) = 21.60 length
Less laps = 3.51
Length = 18.09
Breadth on one side-
C.G.S. Sheet 1 No. of = 2.5 metres length+
C.G.S. Sheet 1 No. of = 2.8 metres length
Total = 5.3 metres
Deduct end lap of 20cm (-)0.2 metres
breadth = 5.1m
MATERIAL
C.G.S. Sheets 0.8mm thick
2x27=54nos. @15.82Kg.each
Total = 854.38Kg(X)
2.5mx0.9m is the size of plain G.I.sheet which on being
corrugated
will become 2.5mx0.8m (The size of plain sheet is taken
because
the weight is available only of plain sheets) (Refer I.S.
Code 277-
1962)
2x27=54nos. of size.
2.8x0.9@17.72Kg each = 956.8Kg (Y)
Total of (X)+(Y) = 1811.16Kg.
Add wastage @5% = 90.56Kg.
Total = 1901.72Kg = 19.02q
G.I. scam bolts and nuts 60cm centre to centre zig zag
i.e. 30cm. centre to centre straight Breadth is 5.1metre

(No. of purlins to be used 5 on either side)2x5x27 (No. of
sheets)x23 Nos. of bolts in each sheet = 810 Nos

884+810=1694

9999 Sundries 2.12 L.S. 53.82 114.1
LABOUR
130 Mistry 784 day 1.3 1019.2
114 Beldar 645 day 15.5 9997.5
131 Painter 714 day 1.13 806.82
115 Coolie 645 day 1.13 728.85
131 Painter 714 day 2.53 1806.42
115 Coolie 645 day 2.53 1631.85
9999 Sundries 2.12 L.S. 38.09 80.75
TOTAL 156593.88
TOTAL 158159.82
TOTAL 180381.27
TOTAL 207438.46
Cost of 184.518 Sqm. 209512.84
Say 1135.45
12.1.3 or L hooks,
with nuts 8 mmnot
less than bitumen
275 gm/ m²and G.I. limpet washers or with G.I. limpet
18.09x5.10m and
Details of length and breadth.
Length = 26(laps)x0.135(each lap)=3.51
Width of Corrugator sheet with 10
corrugation measured end to end = 0.8 metres
27 (nos. of sheets)x0.80 (width of sheet) = 21.60 length
Less laps = 3.51

Length = 18.09
Breadth on one side-
C.G.S. Sheet 1 No. of = 2.5 metres length+
C.G.S. Sheet 1 No. of = 2.8 metres length
= 5.3 metres
Deduct end lap of 20cm (-)0.2 metres
breadth = 5.1m
MATERIAL
C.G.S.Sheets 0.63 mm thick
2x27=54nos. @12.82Kg.each = 692.28 Kg(X)
2.5mx0.9m is the size of plain G.I.sheet which on being
corrugated
will become 2.5mx0.8m
(The size of plain sheet is taken because the weight is
available
only of plain sheets)
(Refer I.S. Code 277-1962)
2x27=54nos. of size.
2.8x0.9@13.38Kg each = 775.44Kg (Y)
Total of (X)+(Y) = 1467.72Kg.
Add wastage @5% = 73.39Kg.
Total = 1541.11Kg = 15.41q
G.I. scam bolts and nuts 60cm centre to centre zig zag
i.e. 30cm. centre to centre straight Breadth is 5.1metre


(No. of purlins to be used 5 on either side)2x5x27 (No. of
sheets)x23 Nos. of bolts in each sheet = 810 Nos

884+810= 1694

9999 Sundries 2.12 L.S. 53.82 114.1
LABOUR
130 Mistry 784 day 1.3 1019.2
114 Beldar 645 day 15.5 9997.5
131 Painter 714 day 1.13 806.82
115 Coolie 645 day 1.13 728.85
131 Painter 714 day 2.53 1806.42
115 Coolie 645 day 2.53 1631.85
9999 Sundries 2.12 L.S. 38.09 80.75
TOTAL 134881.13
TOTAL 136229.94
TOTAL 155370.25
TOTAL 178675.79
Cost of 184.518 Sqm. 180462.55
Say 978
12.2 Extra for straight cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter
12.2.1 for chimney
1.00 mm thick stacks, sky light etc.:
Details of cost for 3 metres periphery
Assuming a hole of 10dmx5dm area of the hole 50dm2
and the
perimeter of the hole 3 metre
LABOUR
114 Beldar 645 day 0.15 96.75
TOTAL 214.35
TOTAL 216.49
TOTAL 246.91
TOTAL 283.95
Say 95.6
12.2.2 for chimney
and the
LABOUR
114 Beldar 645 day 0.12 77.4
TOTAL 171.48
TOTAL 173.19
TOTAL 197.52
TOTAL 227.15
Say 76.45
12.2.3 for chimney
and the
LABOUR
114 Beldar 645 day 0.12 77.4
TOTAL 171.48
TOTAL 173.19
TOTAL 197.52
TOTAL 227.15
Say 76.45
12.3 Extra for circular cutting in C.G.S. sheet roofing for making opening of area exceeding 40 sq. decimeter:
12.3.1 1.00 mm thick
Details of cost for 10 holes of 0.5 metre dia-metre
Perimetre of 10 nos 10x22/7x0.5 = 15.71 metre
LABOUR
114 Beldar 645 day 6.26 4037.7
TOTAL 6491.62
TOTAL 6556.54
TOTAL 7477.73
TOTAL 8599.39
Say 552.85
12.3.2 0.80 mm thick
LABOUR
114 Beldar 645 day 5 3225
TOTAL 5185
TOTAL 5236.85
TOTAL 5972.63
TOTAL 6868.52
Say 441.6
12.3.3 0.63 mm thick
LABOUR
114 Beldar 645 day 5 3225
TOTAL 5185
TOTAL 5236.85
TOTAL 5972.63
TOTAL 6868.52
Say 441.6
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L
12.4.1 hooks,
0.80 mm bolts and
thick nuts
with 8 mm
zinc dia G.I.
coating not limpet and
less than bitumen
275 gm/m²washers complete.
Details of cost for 10.35 metres long ridge 0.80mm thick
with zinc
coating not less than 275gm/m2
Consider the length of the ridge 10.35 metres.
The ridge will be made out of plain G.I. Sheets
0.9mx1.8m
Three pieces will be 0.9m long and 0.60m wide
overlapping
22.5cm.
MATERIAL
G.I. plain sheets 0.80 thick 1.80x0.90m size 5 nos. @
11.39Kg.
sheet = 56.95Kg +
Add 2% wastage = 1.14 Kg.
Total = 58.09 Kg. or 0.58 q.
992 Galvanised steel plain sheets 5000 quintal 0.58 2900
222 Seam bolts and nuts 6 mm dia and 25 mm long 10 10 Nos 2.8 28
25mmx6mm (There are 14 joints)
9977 Carriage of seam bolts and washers 2.12 L.S. 1.82 3.86
9999 Sundries 2.12 L.S. 13.52 28.66
LABOUR
130 Mistry 784 day 0.4 313.6
114 Beldar 645 day 2.4 1548
TOTAL 6359.93
TOTAL 6423.53
TOTAL 7326.04
TOTAL 8424.95
Say 822.15
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L
12.4.2 hooks,
0.63 mm bolts and
thick nuts
with 8 mm
zinc dia G.I.
coating not limpet and
less than bitumen
275 gm/m²washers complete.
Details of cost for 10.35 metre long ridge.
G.I.plain sheets 0.63mm thick 1.8x0.9m size 5 nos.
@9.23 Kg. per
sheet = 46.15 Kg. +
Add 2% wastage = 0.91 Kg.
Total = 47.07 Kg.
Say 47 Kg.
9977 Carriage of seam bolts and washers 2.12 L.S. 1.82 3.86
9999 Sundries 2.12 L.S. 13.52 28.66
LABOUR
130 Mistry 784 day 0.4 313.6
114 Beldar 645 day 2.4 1548
TOTAL 5808.33
TOTAL 5866.41
TOTAL 6690.64
TOTAL 7694.24
Say 750.85
12.5 Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks,
12.5.1 boltsmm
1.60 andthick
nuts with
8 mmzinc
diacoating
G.I. limpet
not and
less bitumen
than 350washers
gm/m² complete :
Details of cost for 9.325m
MATERIAL
G.I. plain sheets 2.5x0.9m
4 nos. @ 29.95Kg/sheet =119.80Kg.+
Add 2% wastage = 2.40Kg.
Total = 122.20 kg. or 1.222q.
9977 Carriage of bolts, nuts and washers 2.12 L.S. 0.91 1.93
9999 Sundries 2.12 L.S. 13.52 28.66
LABOUR
130 Mistry 784 day 0.4 313.6
114 Beldar 645 day 2.4 1548
TOTAL 9551.12
TOTAL 9646.63
TOTAL 11001.98
TOTAL 12652.28
Say 1370.4
12.6 Providing and fixing of 40 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks,
12.6.1 boltsmm
1.00 andthick
nuts,with
G.l. limpet and bitumen
zinc coating not less washer complete,
than 275 gm/m² bent to shape and fixed in wall with cement
Consider a length of flashing 12.125 metres.
MATERIAL
G.I. plain sheet 1.25mm thick 3.2x0.75m
2 nos. @ 20.64 Kg. = 41.28 Kg.+
Add 2% wastage = 0.83 Kg
Total = 42.11 Kg. or 0.4211 quintal
992 Galvanised steel plain sheets 5000 quintal 0.4211 2105.5
(taking 2 bolts per joints)
9977 Carriage of G.I. seam bolts and washers 2.12 L.S. 0.39 0.83
9999 Sundries 2.12 L.S. 10.79 22.87
LABOUR
130 Mistry 784 day 0.5 392
114 Beldar 645 day 3 1935
TOTAL 6345.55
TOTAL 6409.01
TOTAL 7309.48
TOTAL 8405.9
Say 700.2
12.7 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets
12.7.1 40x3mm
0.80 mm size,
thickbolts, nutscoating
with zinc and washers etc.,
not less thanincluding making necessary connections with rain water
275 gm/m²
0.80mm thick with zinc coating not less than 275gm/m2
Consider a length of 9.04m

Sheet used = 2.5x0.90m = 2 nos.
Wt. = 2x15.82=31.64 Kg. = 0.3164q
Total = 0.3164quintal
MATERIAL
1022 Galvanised steel bolts & nuts 6 mm dia and 25 mmlong 38 10 Nos 2 76
1024 Galvanised steel bolts & nuts 10 mm dia and 125 mm 9 each 30 270
long round head with slots
1210 G.I. plain washer thin 21 100 Nos 0.7 14.7
1208 Bitumen washer 30 100 Nos 0.4 12
9999 Sundries 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 12.61 26.73
130 Mistry 784 day 0.28 219.52
114 Beldar 645 day 1.68 1083.6
TOTAL 5485.25
TOTAL 5540.1
TOTAL 6318.48
TOTAL 7266.25
Say 811.85
12.7 Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets
12.7.2 40x3mm
0.63 mm size,
thickbolts, nutscoating
with zinc and washers etc.,
not less thanincluding making necessary connections with rain water
275 gm/m²
0.63mm thick with zinc coating not less than 275gm/m2

Sheet used = 2.5x0.90m = 2 nos.
Wt. = 2x11.82=23.64 Kg. = 0.2364q
Total = 0.2364quintal
MATERIAL
9999 Sundries 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 12.61 26.73
130 Mistry 784 day 0.28 219.52
114 Beldar 645 day 1.68 1083.6
TOTAL 5084.09
TOTAL 5134.93
TOTAL 5856.39
TOTAL 6734.85
Say 752.45
12.8 Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated
Code sheets (as per IS: 14871) roofing up to any pitch and fixing with
Description RatepolymerUnit
coated J, or
QtyL hooks, bolts
Total
Details of cost for 216.14 sqm area of roof upto 60° pitch
Upto 60 degree pitch

Consider a shed of 20x10 metres. (External dimensions
of plinth).
Area of roof- 20.2x10.70m = 216.14 sqm.
MATERIAL
Sheets used = 2x20 nos.x3.00mx1.05m =126.00sqm+
2x20nos.x2.50mx1.05m=105.00sqm.
Total = 231.00sqm. +
Total = 237.93sqm.
223 Fibre reinforced by organic fibres and/or inorganic 225 sqm 237.93 53534.25
synthetic fibres cement corrugated sheet 6mm thick
2x20x0.42147 = 1.68588 +
2x20x0.35123= 1.4049
Total = 3.0908+
Add 3 % wastage = 0.092
Total = 3.1835 Say 3.184 t
1023 Galvanised steel J or L hooks 8 mm dia 120 10 Nos 47.6 5712
1209 G.I. plain washer thick 35 100 Nos 4.76 166.6
9977 Carriage of bolts and nuts, washers etc. 2.12 L.S. 8.06 17.09
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
TOTAL 74648.11
TOTAL 75394.59
TOTAL 85987.53
TOTAL 98885.66
Cost of 216.14 sqm. 99874.52
Cost of 1.00 sqm. 462.08
Say 462.1
12.9 Extra for straight cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement
Code corrugated, semi corrugated 6 mm thick sheet roofing for making
Description Rate openings
Unitof areaQty
exceeding Total
40
Details of cost for 3 metres of periphery
Area of cutting 0.9mx0.6m=0.54sqm.
Perimeter = 3 metres
LABOUR
114 Beldar 645 day 0.12 77.4
TOTAL 171.48
TOTAL 173.19
TOTAL 197.52
TOTAL 227.15
Cost of 3.00 metres of periphery 229.42
Cost of 1.00 metre of periphery 76.47
Say 76.45
12.1 Extra for circular cutting in reinforced by organic fibres and/or inorganic synthetic fibres cement
Code corrugated/ semi corrugated 6 mm thick sheet roofing for making
Description Rate openings
Unitof areaQty
exceedingTotal
40
Details of cost for 4 holes of 0.72 metre diameter i.e.
9.05 metre
periphery
LABOUR
114 Beldar 645 day 1 645
TOTAL 1429
TOTAL 1443.29
TOTAL 1646.07
TOTAL 1892.98
Cost of 9.05 metres of periphery 1911.91
Cost of 1.00 metre of periphery 211.26
Say 211.25
12.11 Extra for providing and fixing wind ties of 40x 6 mm flat iron section.
Extra for providing and fixing wind ties of 40x6mm flat
iron section.
M.S. flat 40x6mm = 30 metres+
wastage @ 5% = 1.5 metres
= 31.50 metres @ 1.9 Kg per metre
= 59.85 Kg. = 0.5985 quintal
9999 Sundries 2.12 L.S. 20.67 43.82
114 Beldar 645 day 0.5 322.5
TOTAL 3669.79
TOTAL 3706.49
TOTAL 4227.25
TOTAL 4861.34
Say 163.65
12.12 Providing and fixing ridges and hips in fibre cement reinforced by organic fibres and/or inorganic
12.12.1 synthetic fibres
Corrugated roofing
serrated with suitable
adjustable ridgesfixing accessories or self drilling fastener and EPDM washer etc.
Details of cost for length of ridge 20.2 metres
One piece corrugated serrated adjustable ridges
Consider a shed of 20x10m (external dimensions at
plinth).
Length of ridges 20.2 metre
MATERIAL
Ridge piece required each of 1.22mm
length = 19 nos. +
Add 5% wastage = 0.95 No.
Nos x 1.22 = 24.339 metre
225 Fibre reinforced by organic fibres and/or inorganic 210 metre 24.339 5111.19
synthetic fibres cement corrugated serrated adjustable
ridge.
9977 Carriage (The ridge is to be fixed with the same hooks as 2.12 L.S. 13.52 28.66
the Sheets)
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
130 Mistry 784 day 0.14 109.76
114 Beldar 645 day 1.64 1057.8
TOTAL 6714.44
TOTAL 6781.58
TOTAL 7734.39
TOTAL 8894.55
Say 444.75
12.12.2 synthetic
Plain wingfibres roofing
adjustable with suitable fixing accessories or self drilling fastener and EPDM washer etc.
ridges
Details of cost for length of ridge 20.20 metres Plain
wing
adjustable ridges
plinth).
MATERIAL
Ridge piece required each of 1.22m length = 19 nos. +

19.95 nos x 1.22 = 24.339 metre
synthetic fibres cement plain wing adjustable ridge.
the Sheets)
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
130 Mistry 784 day 0.14 109.76
114 Beldar 645 day 1.64 1057.8
TOTAL 6714.44
TOTAL 6781.58
TOTAL 7734.39
TOTAL 8894.55
Say 444.75
12.12.3 synthetic
Close fibres
fitting roofing ridges
Details of cost for length of ridge 20.2 metres Close
fitting
adjustable ridges
plinth).
No. of ridge pairs required, of length
1.22m each = 22.00 nos. +
Add 5% wastage = 1.10 Nos.
= 23.10 nos.x 1.22= 28.182 metre
synthetic fibres cement close fitting adjustable ridge.
9977 Carriage 2.12 L.S. 16.12 34.17

9999 Sundries 2.12 L.S. 7.15 15.16
LABOUR
130 Mistry 784 day 0.14 109.76
114 Beldar 645 day 1.64 1057.8
TOTAL 7527.81
TOTAL 7603.09
TOTAL 8671.32
TOTAL 9972.02
Cost of 20.20 metre 10071.74
Say 498.6
12.12.4 synthetic fibres
Unserrated roofinghips
Details of cost for a shed with hip as 20.2 metres
Unserrated
adjustable hips
Consider a shed with hip as 20.2 metres
No. of hi pieces required = 19 pairs
Length of each pair 1.22 metres
Add 5 % wastage = 0.95 pairs
= 19.95 pairs x 1.22 = 24.339 metre
synthetic fibres cement unserrated adjustable ridge for
hips.
9977 Carriage 2.12 L.S. 6.76 14.33
9999 Sundries 2.12 L.S. 6.63 14.06
LABOUR
130 Mistry 784 day 0.14 109.76
114 Beldar 645 day 1.64 1057.8
TOTAL 6699.84
TOTAL 6766.84
TOTAL 7717.58
TOTAL 8875.22
Say 443.75
12.13 Providing and fixing fibre cement reinforced by organic fibres and/or inorganic synthetic fibres roofing
accessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
12.13.1 Corrugated apron pieces
Details for shed of 20.2 metres completed length
MATERIAL
Corrugated appron pieces of 1.12 metre length = 20
nos.+
Total = 21 nos.x 1.12=23.52 metre
228 Fibre reinforced by organic fibres and/or inorganic 200 metre 23.52 4704
synthetic fibres cement corrugated appron piece.
9977 Carriage of appron pieces. (The appron pieces are to be 2.12 L.S. 3.25 6.89
fixed with the same hooks as the sheets)
9999 Sundries 2.12 L.S. 3.25 6.89
LABOUR
130 Mistry 784 day 0.07 54.88
114 Beldar 645 day 0.82 528.9
TOTAL 5501.48
TOTAL 5556.49
TOTAL 6337.18
TOTAL 7287.76
Say 364.4
12.13.2 accessories
Eave's filler in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
pieces
Details of eaves filler for a shed of 20.2 metres complete
length
MATERIAL
Eaves filler pieces of 0.16 metres length = 20 nos.+
Total = 21 nos.
229 Fibre reinforced by organic fibres and/or inorganic 175 each 21 3675
synthetic fibres cement eaves filler piece.
9999 The eaves filler pieces are to be fixed with the same 2.12 L.S. 3.25 6.89
hooks as the sheets
9999 Sundries 2.12 L.S. 3.25 6.89
LABOUR
130 Mistry 784 day 0.07 54.88
114 Beldar 645 day 0.82 528.9
TOTAL 4472.48
TOTAL 4517.2
TOTAL 5151.87
TOTAL 5924.65
Say 296.25
12.13.3 accessories
North in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
light curves
Details of North light curve 20.2 metres long complete
length
MATERIAL
North light curves of 1.016 metres nominal length = 20
nos. +
= 21 nos.x 1.016 = 21.336 metre
synthetic fibres cement north light curves.
1209 G.I. plain washer thick 35 100 Nos 0.4 14
9977 Carriage of hooks, nuts, washers and curves 2.12 L.S. 9.88 20.95
9999 Sundries 2.12 L.S. 6.24 13.23
LABOUR
130 Mistry 784 day 0.1 78.4
114 Beldar 645 day 1 645
TOTAL 7451.86
TOTAL 7526.38
TOTAL 8583.84
TOTAL 9871.42
Say 493.55
12.13.4 accessoriescurves
Ventilator in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
Details of ventilator curve 20.2 metres long complete
length
MATERIAL
Ventilator curves of 1.016 metres nominal length = 20
nos. +
Total = 21 nos.x 1.016 = 21.336 metre
231 Fibre reinforced by organic fibres and/or inorganic 310 each 21.336 6614.16
synthetic fibres cement ventilator curves.
9999 Sundries 2.12 L.S. 6.24 13.23
LABOUR
130 Mistry 784 day 0.1 78.4
114 Beldar 645 day 1 645
TOTAL 8091.94
TOTAL 8172.86
TOTAL 9321.15
TOTAL 10719.32
Cost of 20.20 metre 10826.51
Say 535.95
12.13.5 accessories
Barge boardsin all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
Details of cost for 9.70 metres
Completed length of barge boards
MATERIAL
Barge boards 2.50metres = 4 nos. x 2.50 = 10.00 metre
Add 5% wastage = 0.50 metre.

Total = 10.50 metre.
232 Fibre reinforced by organic fibres and/or inorganic 400 metre 10.5 4200
synthetic fibres cement barge boards 6 mm thick.
9977 Carriage of barge boards, bolts, nuts and washers 2.12 L.S. 9.36 19.84
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
130 Mistry 784 day 0.04 31.36
114 Beldar 645 day 0.4 258
TOTAL 4576.07
TOTAL 4621.83
TOTAL 5271.2
TOTAL 6061.88
Say 631.2
12.13.6 accessories
Ridge finialsin all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
Details of a pair of ridge final
MATERIAL
Ride final = pair
Add 5% wastage = 0.05pair.
Total = 1.05 pair
233 Fibre reinforced by organic fibres and/or inorganic 165 pair 1.05 173.25
synthetic fibres cement ridge finial .
9988 Carriage, sundries, fixing charges including providing and 2.12 L.S. 10.79 22.87
fixing, seam bolts and nuts, with G.I. and bitumen
washers
TOTAL 196.12
TOTAL 198.08
TOTAL 225.91
TOTAL 259.8
Cost of 1.00 pair 262.4
Say 262.4
12.13.7 accessories
Special northinlight
all colours
curveswith polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
Details of special north light ventilator curve 20.2 metres
long
complete length
MATERIAL
Special north light curves of 1.016 metres nominal
length = 20 nos.
+
Total = 21 nos.
234 Fibre reinforced by organic fibres and/or inorganic 555 each 21 11655
synthetic fibres cement special north light curves.
9999 Sundries 2.12 L.S. 6.24 13.23
LABOUR
130 Mistry 784 day 0.1 78.4
114 Beldar 645 day 1 645
TOTAL 13132.78
TOTAL 13264.11
TOTAL 15127.72
TOTAL 17396.88
Cost of 20 nos 17570.85
Cost of 1.00 no 878.54
Say 878.55
12.13.8 Saccessories in all colours with polymer coated J or L hooks, bolts and nuts and or G.I. seam bolts and
type louvers
MATERIAL
S type louvers = 5 nos.+
Add 5% wastage = 0.25 nos.
Total = 5.25 nos.
235 Fibre reinforced by organic fibres and/or inorganic 260 each 5.25 1365
synthetic fibres cement S type louvers.
9977 Carriage 2.12 L.S. 10.79 22.87
1031 Galvanised steel bolts & nuts 10 mm dia and 27 cm long 20 each 6 120
both sides threaded with4 galvanised steel nuts
1032 Galvanised steel bolts 10 mm dia and 7 cm long with nuts 6 each 6 36
9977 Carriage of bolts and nuts and washers 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 13.39 28.39
LABOUR
114 Beldar 645 day 1 645
TOTAL 3114.09
TOTAL 3145.23
TOTAL 3587.13
TOTAL 4125.2
Say 476.7
12.14 Providing flat iron brackets 50x3 mm size with necessary bolts, nuts and washers etc. for fixing G.S.
Code sheets gutters with purlins.
Detail of cost for 20 metres
MATERIAL
Flat 50x3mm size
1025 Mild stel bolts 6 mm dia and 25 mm long with hexagonal 10 10 Nos 3.8 38
head
9999 Sundries 2.12 L.S. 1.04 2.2

114 Beldar 645 day 0.38 245.1
TOTAL 1151.27
TOTAL 1162.78
TOTAL 1326.15
TOTAL 1525.07
Say 77
12.15 Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of
coarse sand at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a
12.15.1 With residual type petroleum bitumen of grade VG -10
Details of cost for 10 Sqm.
MATERIAL
Bitumen 80/100
309 Paving bitumen VG-10 of approved quality 25614 tonne 0.017 435.44
771 Kerosene oil 50 litre 1.22 61
370 Coal (steam) 440 quintal 0.035 15.4
LABOUR
114 Beldar 645 day 0.38 245.1
(for cleaning the surface, applying kerosene oil, heating
materials
and carrying the hot tar over the roof
131 Painter 714 day 0.15 107.1
9999 Sundries (Brushes and T and P) 2.12 L.S. 13.52 28.66
TOTAL 995.33
TOTAL 1005.28
TOTAL 1146.52
TOTAL 1318.5
Cost of 10.00 sqm. 1331.69
Say 133.15
12.16 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and
12.16.1 plastered
With commonwith burnt
25 mmclay
thick mud mortar
F.P.S.(non mixedbrick
modular) withtile
bhusa @ 35
of class kg per cum10of earth and gobri leaping
designation
Details of cost for (mud phaska) 10.00sqm.
MATERIAL
Mud Phuska = 1.048 cum. +
Wastage 20% = 0.209 = 1.257 cum.
811 Mud (dry) 165 cum 1.257 207.41
Mud mortar for 25 mm thick plaster over phuska
Bhusa 0.263x35 = 9.20 +
5% wastage = 0.46
Total = 9.66 Kg. say 10 kg = 0.1 q
308 Bhusa 500 quintal 0.1 50
9999 Cowdung 2.12 L.S. 5.33 11.3
9999 Mud mortar for gobri leaping 2.12 L.S. 8.06 17.09
9977 Carriage of bhusa and cowdung 2.12 L.S. 2.73 5.79
Tile bricks 22.9x11.4x4.4cm of designation 100
1984 Common burnt clay F.P.S. (non modular) bricks tile class 4600 1000 0.38 1748
designation 10 Nos
Nos
Cement mortar for grouting 1:3 (1 cement : 3 fine sand)
Integral water proofing compound 2% by weight of
cement
1213 Water proofing materials 35 kilogram 0.006 0.21
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
114 Beldar 645 day 3.75 2418.75
101 Bhisti 714 day 1.1 785.4
TOTAL 6769.95
TOTAL 6837.65
TOTAL 7798.34
TOTAL 8968.09
Cost of 10.00 sqm. 9057.77
Say 905.8
12.17 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and
12.17.1 plastered
With withmoulded
machine 25 mm thick mud mortar
common withF.P.S.
burnt clay bhusha
(non@modular)
35 kg perbrick
cum tiles
of earth anddesignation
of class gobri leaping with
12.5,
Code conforming
Description to IS 2690 Rate Unit Qty Total
Details of cost for (mud) 10.00sqm.
MATERIAL
Mud Phuska = 1.048 cum.
Wastage 20% = 0.209
Total = 1.257 cum.
811 Mud (dry) 165 cum 1.257 207.41
Mud mortar for 25 mm thick plaster over phuska
Bhusa 0.263x35 = 9.20
5% wastage = 0.46
Total = 9.66 Kg. say 10 kg = 0.1 q
9999 Cowdung 2.12 L.S. 5.33 11.3
9999 Mud mortar for gobri leaping 2.12 L.S. 8.06 17.09
9977 Carriage of bhusa and cowdung 2.12 L.S. 2.73 5.79
7904 Machine moulded common burnt clay tile bricks of class 4600 1000 0.38 1748
designation 12.5 Nos
Nos
cement
9999 Sundries 2.12 L.S. 6.76 14.33

LABOUR
114 Beldar 645 day 3.75 2418.75
101 Bhisti 714 day 1.1 785.4
TOTAL 6769.95
TOTAL 6837.65
TOTAL 7798.34
TOTAL 8968.09
Cost of 10.00 sqm. 9057.77
Say 905.8
12.18 Extra for every additional 1 cm thickness of mud phaska.

MATERIAL
For 10 cm thickness
Mud Phuska = 1.048 cum. +
Wastage 20% = 0.209
= 1.257 cum.
Quantity for 1 cm thickness 1.257/10 = 0.1257 cum say
0.13 cum
811 Mud (dry) 165 cum 0.13 21.45
114 Beldar 645 day 0.07 45.15
101 Bhisti 714 day 0.04 28.56
9999 Labour for leaping and carring to roof 2.12 L.S. 26.91 57.05
TOTAL 152.21
TOTAL 153.73
TOTAL 175.33
TOTAL 201.63
Cost of 10.00 sqm. 203.65
Say 20.35
12.19 Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine
12.19.1 sand)common
With mixed with 2% clay
burnt of integral water
F.P.S. (non proofingbrick
modular) compound
tiles of by weight
class of cement,
designation 10 over 12 mm layer of
MATERIAL
1984 Common burnt clay F.P.S. (non modular) bricks tile class 4600 1000 0.38 1748
designation 10 Nos
Nos
cement
LABOUR
115 Coolie 645 day 1.08 696.6
101 Bhisti 714 day 0.27 192.78
9999 Sundries 2.12 L.S. 1.82 3.86
TOTAL 4103.83
TOTAL 4144.87
TOTAL 4727.22
TOTAL 5436.3
Cost of 10.00 sqm. 5490.66
Say 549.05
12.2 Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved
Code size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse
Description Rate sand)Unit
mixed with
Qty2% integral water
Total
MATERIAL
7266 Pressed clay tiles 20 mm thick 250 x 250 mm size 8000 1000 0.16 1280
Nos
Nos
cement

LABOUR
114 Beldar 645 day 2.6 1677
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 4633.98
TOTAL 4680.32
TOTAL 5337.91
TOTAL 6138.6
Cost of 10.00 sqm. 6199.99
Cost of 1 Sqm. 620
Say 620
12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10
12.21.1 mm
In and down
75x75 mm deepgauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per
chase
Details of cost for 10 metres cement concrete

367 Portland Cement (OPC-43 grade) 5000 tonne 0.03 150
114 Beldar 645 day 0.085 54.83
115 Coolie 645 day 0.056 36.12
101 Bhisti 714 day 0.025 17.85
128 Mate 714 day 0.0037 2.64
9999 Hire and running charge of mechanical mixer 2.12 L.S. 2.47 5.24
9999 Sundries 2.12 L.S. 1.3 2.76
9999 Sundries 2.12 L.S. 5.07 10.75
114 Beldar 645 day 1 645
9977 Carriage 2.12 L.S. 8.06 17.09
115 Coolie 645 day 0.101 65.15
101 Bhisti 714 day 0.033 23.56
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 1944.88
TOTAL 1964.33
TOTAL 2240.32
TOTAL 2576.37
Say 260.2
12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement :
Code 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size)
Description Rate over P.V.C.
Unit sheetQty
1 m x1 m xTotal
400

114 Beldar 645 day 0.009 5.81
115 Coolie 645 day 0.006 3.87
101 Bhisti 714 day 0.0027 1.93
128 Mate 714 day 0.0004 0.29
9999 Hire and running charge of mechanical mixer 2.12 L.S. 0.26 0.55
9999 Sundries 2.12 L.S. 0.13 0.28
3002 Polyvinyle chloride sheet 400 micron thick 45 sqm 1 45
115 Coolie 645 day 0.0235 15.16
101 Bhisti 714 day 0.0078 5.57
9999 Sundries 2.12 L.S. 0.39 0.83
115 Coolie 645 day 0.008 5.16
9999 Rounding of edges and making outlet 2.12 L.S. 0.26 0.55
9999 Sundries 2.12 L.S. 13.52 28.66
TOTAL 199.29
TOTAL 201.28
TOTAL 229.56
TOTAL 263.99
Say 266.65
12.23 Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse
12.23.1 sand)sand
Red overstone
wooden
slabkarries or R.C.C. battens or structural steel sections (Karries or battens or
12.23.1.1 40 to 50 mm thick
MATERIAL
1174 Red sand stone slab 45 mm and 50 mm thick (un- 260 sqm 11 2860
dressed) including wastage @ 10% = 11 sqm
stone slab
LABOUR
100 Bandhani 714 day 1.82 1299.48
115 Coolie 645 day 1.52 980.4
101 Bhisti 714 day 0.3 214.2
9999 Sundries 2.12 L.S. 16.12 34.17
TOTAL 6786.03
TOTAL 6853.89
TOTAL 7816.86
TOTAL 8989.39
Cost of 10.00 sqm. 9079.28
Say 907.95
12.23 Providing sand stone slab for roofing and laying them in cement mortar 1 : 4 (1 cement : 4 coarse
12.23.2 sand) over
White sandwooden karries or R.C.C. battens or structural steel sections (Karries or battens or
stone slab
12.23.2.1 40 to 50 mm thick
MATERIAL
1175 White sand stone slab 45 mm and 50 mm thick (un- 280 sqm 11 3080
dressed) including wastage @ 10% = 11sqm
stone slab
LABOUR
100 Bandhani 714 day 1.82 1299.48
115 Coolie 645 day 1.52 980.4
101 Bhisti 714 day 0.3 214.2
9999 Sundries 2.12 L.S. 16.12 34.17
TOTAL 7006.03
TOTAL 7076.09
TOTAL 8070.28
TOTAL 9280.82
Cost of 10.00 sqm. 9373.63
Say 937.35
12.24 Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete
12.24.1 (frame work
Natural toinsulating
colour be paid separately)
board :
12.24.1.1 12 mm thick
MATERIAL
332 Natural colour insulating board:12 mm thick 210 sqm 11 2310
including 10% wastage = 11.00 sqm
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 2 1290
9999 Scaffolding 2.12 L.S. 31.07 65.87
9999 Sundries 2.12 L.S. 31.07 65.87
TOTAL 5786
TOTAL 5843.86
TOTAL 6664.92
TOTAL 7664.66
Cost of 10.00 sqm. 7741.31
Cost of 1.00 sqm. 774.13
Say 774.15
12.24.2 (frameface
White workinsulating
to be paid separately) :
board
12.24.2.1 12 mm thick
MATERIAL
328 White face insulating board:12 mm thick 235 sqm 11 2585
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 2 1290
9999 Scaffolding 2.12 L.S. 31.07 65.87
9999 Sundries 2.12 L.S. 31.07 65.87
TOTAL 6061
TOTAL 6121.61
TOTAL 6981.7
TOTAL 8028.96
Cost of 10.00 sqm. 8109.25
Cost of 1.00 sqm. 810.93
Say 810.9
12.24.3 (frameretardant
Flame work to be paid
face separately)
insulating :
board
12.24.3.1 12 mm thick
MATERIAL
336 Flame retardent face insulating board: 12 mm thick 320 sqm 11 3520
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 2 1290
9999 Scaffolding 2.12 L.S. 31.07 65.87
9999 Sundries 2.12 L.S. 31.07 65.87
TOTAL 6996
TOTAL 7065.96
TOTAL 8058.73
TOTAL 9267.54
Cost of 10.00 sqm. 9360.22
Cost of 1.00 sqm. 936.02
Say 936
12.25 Providing and fixing flat pressed 3 layer medium density particle board or graded particle board
12.25.1 (Grade
12 mm I) IS: 3087 marked, in ceiling with necessary nails etc. complete (frame work to be paid
thick
MATERIAL
341 Flat pressed 3 layer particle board (medium density) 288 sqm 11 3168
9977 Carriage 2.12 L.S. 14.95 31.69
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 2 1290
9999 Scaffolding 2.12 L.S. 31.07 65.87
9999 Sundries 2.12 L.S. 31.07 65.87
TOTAL 6638.48
TOTAL 6704.86
TOTAL 7646.89
TOTAL 8793.92
Cost of 10.00 sqm. 8881.86
Cost of 1.00 sqm. 888.19
Say 888.2
12.26 Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable
12.26.1 screws
6 for cement
mm thick Cementparticle board
fiber board asinper
ceiling etc. complete (frame work to be paid seperatately).
IS: 14862
MATERIAL
236 Fibre reinforced by organic fibres and/or inorganic 210 sqm 11 2310
synthetic fibres cement board 6mm thick.
9977 Carriage 2.12 L.S. 14.95 31.69
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 2 1290
9999 Scaffolding 2.12 L.S. 31.07 65.87
9999 Sundries 2.12 L.S. 31.07 65.87
TOTAL 5780.48
TOTAL 5838.28
TOTAL 6658.56
TOTAL 7657.34
Cost of 10.00 sqm. 7733.91
Cost of 1.00 sqm. 773.39
Say 773.4
12.26 Providing and fixing plain multipurpose cement board(Hight pressure steam cured) with suitable
12.26.2 screws
6 for cement
mm thick Cementparticle
bondedboard
woodinparticle
ceiling board
etc. complete (frame work to be paid seperatately).
as per IS:14276
MATERIAL
242 6 mm thick multi purpose cement bonded wood particle 195 sqm 11 2145
board
10.00 sqm + 1.00 sqm (Add wastage 10%) Total = 11.00
sqm
9977 Carriage 2.12 L.S. 14.95 31.69
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 2 1290
9999 Scaffolding 2.12 L.S. 31.07 65.87
9999 Sundries 2.12 L.S. 31.07 65.87
TOTAL 5615.48
TOTAL 5671.63
TOTAL 6468.49
TOTAL 7438.76
Say 751.3

12.27.1 2nd class teak wood planks 20 mm thick
Details of cost for 10 holes of 0.5m dia each (15.71m)
MATERIAL
0.5 metre dia. each = 10x22/7x0.5=15.71m
Area = 10x(22/7)/4x0.5x0.5 = 1.96sqm. +
Wastage @ 10% = 0.19 sqm.
= 2.15 sqm x 20mm = 0.043 cum

mm
LABOUR
114 Beldar 645 day 2.79 1799.55
9999 Scaffolding 2.12 L.S. 7.8 16.54
9999 Sundries 2.12 L.S. 14.69 31.14
TOTAL 7455.94
TOTAL 7530.5
TOTAL 8588.54
TOTAL 9876.82
Say 635

12.27.2.1 12 mm thick
Details of cost for 10 holes of 0.5m dia each
Details of cost for 15.71 metre
MATERIAL
Area = 10x(22/7)/4x0.5x0.5 = 1.96sqm. +
Total = 2.15 sqm.
332 Natural colour insulating board:12 mm thick 210 sqm 2.15 451.5
9977 Carriage 2.12 L.S. 3.38 7.17
9999 Nails 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.39 251.55
9999 Scaffolding 2.12 L.S. 6.11 12.95
9999 Sundries 2.12 L.S. 6.11 12.95
114 Beldar 645 day 2.5 1612.5
9999 Scaffolding 2.12 L.S. 10.79 22.87
TOTAL 4726.95
TOTAL 4774.22
TOTAL 5445
TOTAL 6261.75
Say 402.55

12.27.3 White face insulating board:
12.27.3.1 12 mm thick
MATERIAL
Area = 10x(22/7)/4x0.5x0.5 = 1.96sqm. +
Total = 2.15 sqm.
328 White face insulating board:12 mm thick 235 sqm 2.15 505.25
9977 Carriage 2.12 L.S. 3.38 7.17
9999 Nails 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.39 251.55
9999 Scaffolding 2.12 L.S. 6.11 12.95
9999 Sundries 2.12 L.S. 6.11 12.95
114 Beldar 645 day 2.5 1612.5
9999 Scaffolding 2.12 L.S. 10.79 22.87
TOTAL 4780.7
TOTAL 4828.51
TOTAL 5506.92
TOTAL 6332.96
Say 407.15

12.27.4 Flame retardant face insulating board:
12.27.4.1 12 mm thick
MATERIAL
Area = 10x(22/7)/4x0.5x0.5 = 1.96sqm. +
Total = 2.15 sqm.
336 Flame retardent face insulating board: 12 mm thick 320 sqm 2.15 688
9977 Carriage 2.12 L.S. 3.38 7.17
9999 Nails 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.39 251.55
9999 Scaffolding 2.12 L.S. 6.11 12.95
9999 Sundries 2.12 L.S. 6.11 12.95
114 Beldar 645 day 2.5 1612.5
9999 Scaffolding 2.12 L.S. 10.79 22.87
TOTAL 4963.45
TOTAL 5013.08
TOTAL 5717.42
TOTAL 6575.03
Say 422.7

12.27.5.1 3 mm thick
MATERIAL
Area = 10x(22/7)/4x0.5x0.5 = 1.96sqm. +
Total = 2.15 sqm.
994 Standard quality hard board sheet 3 mm thick 135 sqm 2.15 290.25
9977 Carriage 2.12 L.S. 2.73 5.79
9999 Nails 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.39 251.55
9999 Scaffolding 2.12 L.S. 6.11 12.95
9999 Sundries 2.12 L.S. 6.11 12.95
114 Beldar 645 day 2.5 1612.5
9999 Scaffolding 2.12 L.S. 10.79 22.87
TOTAL 4564.32
TOTAL 4609.96
TOTAL 5257.66
TOTAL 6046.31
Say 388.7

12.27.5.2 4.5 mm thick
MATERIAL
Area = 10x(22/7)/4x0.5x0.5 = 1.96sqm. +
Total = 2.15 sqm.
996 Standard quality hard board sheet 4.5 mm thick 210 sqm 2.15 451.5
9977 Carriage 2.12 L.S. 2.86 6.06
9999 Nails 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.39 251.55
9999 Scaffolding 2.12 L.S. 6.11 12.95
9999 Sundries 2.12 L.S. 6.11 12.95
114 Beldar 645 day 2.5 1612.5
9999 Scaffolding 2.12 L.S. 10.79 22.87
TOTAL 4725.84
TOTAL 4773.1
TOTAL 5443.72
TOTAL 6260.28
Say 402.45
12.28 Extra for providing and fixing ceiling to curved surfaces in narrow widths
LABOUR
114 Beldar 645 day 2 1290
TOTAL 2788
TOTAL 2815.88
TOTAL 3211.51
TOTAL 3693.24
Cost of 10.00 sqm. 3730.17
Cost of 1.00 sqm. 373.02
Say 373
12.31 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor
12.31.1 level,surfaces
Flat over first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit
Details of cost for 4.00x2.5=10sqm.
MATERIAL
Wooden strips of 1st class kail wood 72x40x0.25x0.06 =
43.20
cudm. +
Add 10% wastage = 4.32 cudm.
Total = 47.52 cudm
1196 First class kail wood in planks 300 10 cudm 4.752 1425.6

1219 Wire nails 58 kilogram 0.75 43.5
required for fixing the laths to frame work including

breakage and
wastage of nails
Rabbit wire mesh required for reinforcement =2.5x4 =
10.00sqm.+
Total = 10.2 sqm.
1220 Wire mesh (rabbit) 42 sqm 10.2 428.4
Plaster of paris - 2.5x4.0x10x1121/1000 = 112.10 kg.
Add for plaster of paris joining into the

side of the laths- 2.5x4.0x4.0032x1121/1000 = 44.87 kg.
Total = 156.97+
Total = 219.76 kg
2308 Carriage of Plaster of paris 145.72 tonne 0.22 32.06
9977 Carriage of wiremesh and nails etc. 2.12 L.S. 2.73 5.79
LABOUR
114 Beldar 645 day 1.6 1032
For doing plaster of paris over wooden strips
122 Mason (for plaster of paris work) 1st class 784 day 3.23 2532.32
114 Beldar 645 day 3.23 2083.35
101 Bhisti 714 day 0.54 385.56
9999 Scaffolding 2.12 L.S. 83.98 178.04
9999 Sundries 2.12 L.S. 53.82 114.1
TOTAL 10622.82
TOTAL 10729.05
TOTAL 12236.48
TOTAL 14071.95
Cost of 10.00 sqm. 14212.67
Cost of 1.00 sqm. 1421.27
Say 1421.25
12.31 Providing 10 mm thick plaster of Paris (gypsum anhydrous) ceiling up to a height of 5 m above floor
12.31.2 level, over
Curved first class kail wood strips 25x6 mm with 10 mm gap in between and reinforced with rabbit
surfaces
Details of cost for 4.00x2.5=10sqm.
MATERIAL
Wooden strips of 1st class kail wood 72x40x0.25x0.06 =
43.20
cudm. +
Add 10% wastage = 4.32 cudm.
Total = 47.52 cudm
1219 Wire nails 58 kilogram 0.75 43.5
required for fixing the laths to frame work including

breakage and
wastage of nails
Rabbit wire mesh required for reinforcement =2.5x4 =
10.00sqm.+
Total = 10.2 sqm.
1220 Wire mesh (rabbit) 42 sqm 10.2 428.4
Plaster of paris -
2.5x4.0x10x1121/1000 = 112.10 kg.
Add for plaster of paris joining into the side of the laths-
2.5x4.0x4.0032x1121/1000 = 44.87 kg.

Total = 156.97+
Total = 219.76 kg
9977 Carriage of wiremesh and nails etc. 2.12 L.S. 2.73 5.79
LABOUR
114 Beldar 645 day 1.6 1032
114 Beldar 645 day 3.23 2083.35
101 Bhisti 714 day 0.54 385.56
9999 Scaffolding 2.12 L.S. 83.98 178.04
9999 Sundries 2.12 L.S. 53.82 114.1
122 Mason (for plaster of paris work) 1st class 784 day 1 784
114 Beldar 645 day 1.5 967.5
TOTAL 12766.32
TOTAL 12893.98
TOTAL 14705.58
TOTAL 16911.42
Cost of 10.00 sqm. 17080.53
Cost of 1.00 sqm. 1708.05
Say 1708.05
12.32 Extra for sunk or raised mouldings in the plaster of Paris (Gypsum anhydrous) ceiling.
LABOUR
114 Beldar 645 day 2 1290
101 Bhisti 714 day 0.25 178.5
TOTAL 3630.59
TOTAL 3666.9
TOTAL 4182.1
TOTAL 4809.42
Cost of 10.00 sqm. 4857.51
Cost of 1.00 sqm. 485.75
Say 485.75
12.33 Extra for providing plaster of Paris (Gypsum anhydrous) ceiling above 5 metres height from floor level.
Details of cost for 10sqm/metre height
9999 Scaffolding 2.12 L.S. 13.52 28.66
LABOUR
114 Beldar 645 day 1 645
101 Bhisti 714 day 0.25 178.5
TOTAL 1636.16
TOTAL 1652.52
TOTAL 1884.7
TOTAL 2167.41
Cost of 10.00sqm / metre height 2189.08
Cost of 1.00 sqm. / metre height 218.91
Say 218.9
12.34 Providing fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Fibre glass
Code wool conforming to IS : 8183, density 24kg / m3, 50mm thick,Rate
Description wrapped in 200 G Virgin
Unit Qty Polythene
Total
Details of cost for 10.00sqm.
Area for 10.00sqm. (Finished surface) = 10.00sqm.+
Add 10% for overlappings & wastage = 1.00sqm.
Total = 11.00sqm.
7232 Resin Bonded Glass wool 24 kg/m³ 50 mm thick 130 sqm 11 1430
9999 Sundries including GI wire 20 SWG and Virgin polythene 2.12 L.S. 104 220.48
bags 200 gram
9999 GI chiken mesh 12.5mm x 24 SWG 2.12 L.S. 351 744.12
LABOUR
114 Beldar 645 day 2 1290
TOTAL 4468.6
TOTAL 4513.29
TOTAL 5147.41
TOTAL 5919.52
Cost of 10.00 sqm. 5978.72
Cost of 1.00 sqm. 597.87
Say 597.85
12.35 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183.
Code Density 16 kg/m³, 50 mm thick, wrapped in 200G Virgin Polythene
Description Rate bags Unit
placed over existing false
Qty Total
Area for 10.00sqm. (Finished surface) = 10.00sqm.+
Add 10% for overlappings & wastage = 1.00sqm.
Total = 11.00sqm.
bags 200 gram
LABOUR
114 Beldar 645 day 0.5 322.5
TOTAL 1814.74
TOTAL 1832.89
TOTAL 2090.41
TOTAL 2403.97
Cost of 10.00 sqm. 2428.01
Cost of 1.00 sqm. 242.8
Say 242.8
12.36 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false
12.36.1 ceilingType
With as per
N -the directions
Normal 50 mmofthick
the Engineer-in-charge:
Cost of materials :
Expanded Polystyrens 1x10=10.00sqm. +
Total = 11.00sqm.
7090 Expanded polystyrene type N- Normal 120 sqm 11 1320
314 Bitumen hot sealing compound : grade A 29 kg 0.25 7.25
9999 Sundries 2.12 L.S. 13 27.56
LABOUR
114 Beldar 645 day 0.5 322.5
TOTAL 2069.31
TOTAL 2090
TOTAL 2383.65
TOTAL 2741.2
Cost of 10.00 sqm. 2768.61
Cost of 1.00 sqm. 276.86
Say 276.85
12.36 Thermal Insulation of roofing with Expanded polystyrene fixed with suitable adhesive to the false
12.36.2 ceilingType
With as per
SE the
- Selfdirections of thetype
Extinguishing Engineer-in-charge:
50 mm thick
Cost of materials :
Expanded Polystyrens 1x10=10.00sqm. +
Total = 11.00sqm.
7091 Expanded polystyrene type - SE 140 sqm 11 1540
314 Bitumen hot sealing compound : grade A 29 kg 0.25 7.25
9999 Sundries 2.12 L.S. 13 27.56
LABOUR
114 Beldar 645 day 0.5 322.5
TOTAL 2289.31
TOTAL 2312.2
TOTAL 2637.06
TOTAL 3032.62
Cost of 10.00 sqm. 3062.95
Say 306.3
12.37 Providing and fixing 100 mm diameter and 60 cm long rain water spout in cement mortar 1:4 (1
12.37.1 cementware
Stone : 4 fine sand).
spout
Details of cost for 10 stone ware spout of 60cm long
MATERIAL
3004 Stone ware spouts 100 mm dia 60 cm long 45 each 10 450
9977 CARRIAGE 2.12 L.S. 13.52 28.66
9999 Mortar 2.12 L.S. 13.52 28.66
Labour for fixing and placing in position
114 Beldar 645 day 0.4 258
9999 Sundries 2.12 L.S. 5.33 11.3
TOTAL 1062.22
TOTAL 1072.84
TOTAL 1223.57
TOTAL 1407.11
Cost of 10.00 spouts 1421.18
Cost of 1.00 spout 142.12
Say 142.1
12.38 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes
12.38.1 embedded
100 in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse
mm diameter
MATERIAL
1331 M.S.Holder bat clamp of approved design for 100 mm 30 each 5 150
S.C.I. pipe
C.C. block 5x0.1x0.1x0.1 = 0.005 cum
9977 Carriage of bat clamps 2.12 L.S. 2.47 5.24
9999 Sundries 2.12 L.S. 7.15 15.16
LABOUR
116 Fitter (grade 1) 784 day 0.125 98
114 Beldar 645 day 0.5 322.5
114 Beldar 645 day 0.0045 2.9
115 Coolie 645 day 0.0032 2.06
101 Bhisti 714 day 0.0014 1
128 Mate 714 day 0.0002 0.14
9999 Hire charges of machine etc. 2.12 L.S. 0.26 0.55
9999 Sundries 2.12 L.S. 0.13 0.28
9999 Sundries 2.12 L.S. 0.13 0.28
TOTAL 1152.78
TOTAL 1164.31
TOTAL 1327.9
TOTAL 1527.09
Cost of 5.00 bat clamps 1542.36
Cost of 1.00 bat clamp 308.47
Say 308.45
12.38 Providing and fixing M.S. holder bat clamps of approved design to C.I. or S.C.I. rain water pipes
12.38.2 embedded
150 in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse
mm diameter
MATERIAL
886 Standard holdar bat clamps for sand cast iron or cast 45 each 5 225
iron pipes 150 mm dia
C.C. block 5x0.1x0.1x0.1 = 0.005 cum
9977 Carriage of bat clamps 2.12 L.S. 2.47 5.24
9999 Sundries 2.12 L.S. 7.15 15.16
LABOUR
116 Fitter (grade 1) 784 day 0.125 98
114 Beldar 645 day 0.5 322.5

114 Beldar 645 day 0.0045 2.9
115 Coolie 645 day 0.0032 2.06
101 Bhisti 714 day 0.0014 1
128 Mate 714 day 0.0002 0.14
9999 Hire charges of machine etc. 2.12 L.S. 0.26 0.55
9999 Sundries 2.12 L.S. 0.13 0.28
9999 Sundries 2.12 L.S. 0.13 0.28
TOTAL 1227.78
TOTAL 1240.06
TOTAL 1414.29
TOTAL 1626.43
Cost of 5.00 bat clamps 1642.69
Cost of 1.00 bat clamp 328.54
Say 328.55
12.39.1 100 mm dia Pipe
Details of cost for one joint.
MATERIAL
865 Pig lead 130 kg 0.98 127.4
1001 Spun yarn 50 kg 0.11 5.5
9999 Kerosene oil fuel and sundries 2.12 L.S. 13.52 28.66
LABOUR
116 Fitter (grade 1) 784 day 0.06 47.04
117 Assistant Fitter or 2nd class Fitter 714 day 0.06 42.84
114 Beldar 645 day 0.12 77.4
TOTAL 331.87
TOTAL 335.19
TOTAL 382.28
TOTAL 439.62
Cost of 1.00 joint 444.02
Say 444
12.39.2 150 mm dia Pipe
Details of cost for one joint.
MATERIAL
865 Pig lead 130 kg 1.48 192.4
1001 Spun yarn 50 kg 0.17 8.5
9999 Kerosene oil fuel and sundries 2.12 L.S. 13.52 28.66
LABOUR
116 Fitter (grade 1) 784 day 0.08 62.72
114 Beldar 645 day 0.15 96.75
TOTAL 451.94
TOTAL 456.46
TOTAL 520.59
TOTAL 598.68
Cost of 1.00 joint 604.67
Say 604.65
12.4 Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry
12.40.1 surrounded
Sand with
cast iron 12 shoes
plain mm thick
: cement mortar of the same mix, as that of masonry (lead caulking will
12.40.1.1 150 mm diameter
Details of cost for one shoe
966 Sand Cast iron plain shoe 150 mm dia 285 each 1 285
9988 Carriage, fixing and mortar 2.12 L.S. 17.55 37.21
TOTAL 322.21
TOTAL 325.43
TOTAL 371.15
TOTAL 426.82
Cost of one shoe 431.09
Say 431.1
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592
12.41.1 Type
75 mmA,diameter
including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal
7188 U-PVC pipes (working pressure 4 kg / sqcm.) Single 70 metre 6 420
socketed pipe 75 mm dia.
7190 U-PVC pipes (working pressure 4 kg /sqcm.) Rubber 8 each 1 8
(Seal) Ring 75 mm dia.
9999 Adhesive, and sundries etc. 2.12 L.S. 6.76 14.33
LABOUR
116 Fitter (grade 1) 784 day 0.19 148.96
114 Beldar 645 day 0.37 238.65
100 Bandhani 714 day 0.08 57.12
9999 Scaffolding etc. 2.12 L.S. 18.59 39.41
TOTAL 955.13
TOTAL 964.68
TOTAL 1100.22
TOTAL 1265.25
Say 213
12.41 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592
12.41.2 Typemm
110 A, including
diameterjointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal
7189 U-PVC pipes (working pressure 4 kg / sqcm) Single 130 metre 6 780
socketed pipe 110 mm dia.
7191 U-PVC pipes (working pressure 4 kg / sqcm.) Rubber 11 each 1 11
LABOUR
116 Fitter (grade 1) 784 day 0.23 180.32
114 Beldar 645 day 0.45 290.25
100 Bandhani 714 day 0.11 78.54
9999 Scaffolding etc. 2.12 L.S. 18.59 39.41
TOTAL 1433.82
TOTAL 1448.16
TOTAL 1651.63
TOTAL 1899.37
Say 319.75
12.42 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised
12.42.1 Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
Coupler
12.42.1.1 75 mm
Details of cost for 1 coupler
7192 UPVC coupler for UPVC drainage pipes 75 mm 18 each 1 18
LABOUR
9988 Carriage and fixing charges 2.12 L.S. 9.36 19.84
TOTAL 59.63
TOTAL 60.23
TOTAL 68.69
TOTAL 78.99
Cost of 1 coupler 79.78
Say 79.8
12.42.1 Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
Coupler
12.42.1.2 110 mm
7193 UPVC coupler for UPVC drainage pipes 110 mm 39 each 1 39
7191 U-PVC pipes (working pressure 4 kg /sqcm) Rubber (Seal) 11 each 2 22
Ring 110 mm dia.
LABOUR
TOTAL 89.66
TOTAL 90.56
TOTAL 103.28
TOTAL 118.77
Say 119.95
12.42.2 Rigid PVC
Single rainCoupler
pushfit water pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.2.1 75 mm
7194 UPVC pushfit coupler (single) 75 mm thick 18 each 1 18
TOTAL 59.63
TOTAL 60.23
TOTAL 68.69
TOTAL 78.99
Say 79.8
12.42.2 Rigid PVC
Single rainCoupler
pushfit water pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.2.2 110 mm
7195 UPVC pushfit coupler (single) 110 mm thick 32 each 1 32
7191 U-PVC pipes (working pressure 4 kg /sq.cm) Rubber 11 each 2 22
TOTAL 82.66
TOTAL 83.49
TOTAL 95.22
TOTAL 109.5
Say 110.6
12.42.3 Rigid PVC
Single tee rain
withwater
door pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.3.1 75x75x75 mm
Details of cost for 1 tee
MATERIAL
7198 UPVC single equal Tee (with door) 75x75x75 mm 59 each 1 59
Ring 75 mm dia.
9988 Adhesive, Carriage of material rubber washer etc. 2.12 L.S. 10.76 22.81
including fixing charges
TOTAL 105.81
TOTAL 106.87
TOTAL 121.89
TOTAL 140.17
Cost of 1 tee 141.57
Say 141.55
12.42.3 Rigid PVC
Single tee rain
withwater
door pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.3.2 110x110x110 mm
MATERIAL
7199 UPVC single equal Tee (with door) 110x110x110 mm 92 each 1 92
7191 U-PVC pipes (working pressure 4 kg / sqcm) Rubber 11 each 3 33

TOTAL 153.56
TOTAL 155.1
TOTAL 176.89
TOTAL 203.42
Say 205.45
12.42.4 Rigid PVC
Single tee rain water
without pipes conforming to IS : 13592 Type A, including jointing with seal ring
door
12.42.4.1 75x75x75 mm
MATERIAL
7196 UPVC single equal Tee (without door) 75x75x75 mm 46 each 1 46

Ring 75 mm dia.
TOTAL 92.81
TOTAL 93.74
TOTAL 106.91
TOTAL 122.95
Say 124.2
12.42.4 Rigid PVC
Single tee rain water
without pipes conforming to IS : 13592 Type A, including jointing with seal ring
door
12.42.4.2 110x110x110 mm
MATERIAL
7197 UPVC single equal Tee (without door) 110x110x110 mm 81 each 1 81

Ring 110 mm dia.
TOTAL 142.56
TOTAL 143.99
TOTAL 164.22
TOTAL 188.85
Say 190.75
12.42.5 Rigid PVC
Bend 87.5°rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.5.1 75 mm bend
Details of cost for 1 bend
7208 UPVC bend 87.5° 75 mm bend 35 each 1 35
TOTAL 68.63
TOTAL 69.32
TOTAL 79.06
TOTAL 90.92
Cost of 1 bend 91.83
Say 91.85
12.42.5 Rigid PVC
Bend 87.5°rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.5.2 110 mm bend
Details of cost for 1 bend
7209 UPVC bend 87.5° 110 mm bend 59 each 1 59
Ring 110 mm dia.
TOTAL 98.66
TOTAL 99.65
TOTAL 113.65
TOTAL 130.7
Cost of 1 bend 132.01
Say 132
12.42.6 Rigid (Plain)
Shoe PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.6.1 75 mm Shoe
Details of cost for 1 shoe
7212 UPVC plain shoe 75 mm 27 each 1 27
TOTAL 60.63
TOTAL 61.24
TOTAL 69.84
TOTAL 80.32
Cost of 1 shoe 81.12
Say 81.1
12.42.6 Rigid (Plain)
Shoe PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring
12.42.6.2 110 mm Shoe
Details of cost for 1 shoe
7213 UPVC plain shoe 110 mm 47 each 1 47
TOTAL 86.66
TOTAL 87.53
TOTAL 99.83
TOTAL 114.8
Cost of 1 shoe 115.95
Say 115.95
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water
12.43.1 pipes
75 mmby means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,
MATERIAL
7214 UPVC pipe clip 75 mm 15 each 5 75
9977 Carriage of U-PVC pipe clips 2.12 L.S. 2.47 5.24
870 Plug 10 each 10 100
LABOUR
116 Fitter (grade 1) 784 day 0.125 98
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 7.15 15.16
9999 Sundries 2.12 L.S. 0.91 1.93
9999 Sundries cement mortar 1:4 (1Cement : 2.12 L.S. 3.9 8.27
4 Coarse sand) 3.9
TOTAL 1161.6
TOTAL 1173.22
TOTAL 1338.06
TOTAL 1538.77
Cost of 5 Nos. 1554.16
Cost of 1 No. 310.83
Say 310.85
12.43 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water
12.43.2 pipesmm
110 by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length,
MATERIAL
7215 UPVC pipe clip 110 mm 14 each 5 70
9977 Carriage of U-PVC pipe clips 2.12 L.S. 2.47 5.24
870 Plug 10 each 10 100
LABOUR
116 Fitter (grade 1) 784 day 0.125 98
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 7.15 15.16
9999 Sundries 2.12 L.S. 0.91 1.93
9999 Sundries cement mortar 1:4 (1Cement : 2.12 L.S. 3.9 8.27
4 Coarse sand) 3.9
TOTAL 1156.6
TOTAL 1168.17
TOTAL 1332.3
TOTAL 1532.15
Cost of 5 Nos. 1547.47
Cost of 1 No. 309.49
Say 309.5
12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and
Code weighing not less than 440 grams.
Details of cost for 1 grating
MATERIAL
7187 C.I. grating 150 mm dia. (Weighing not less than 440 gm) 27 each 1 27
9977 Carriage of material and fixing charges 2.12 L.S. 4.16 8.82
TOTAL 35.82
TOTAL 36.18
TOTAL 41.26
TOTAL 47.45
Cost of each grating 47.92
Say 47.9
12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of
12.45.1 special
12.5 mm sections, poweredge
thick tapered pressed fromplain
gypsum M.S. board
sheetsconforming
and galvanized
to IS:with zinc(Part
2095- coating of 120
I) :2011 gms/sqm
(Board with BIS
Code certification
Description marks) Rate Unit Qty Total
Details of cost for 10.8x9.6m = 103.68sqm.
MATERIAL
Gypsum board 12.5mm thick = 103.68 sqm.+
Total = 108.86 sqm.
7009 12.5 mm thick tapered edge gypsum plain borad 140 sqm 108.86 15240.4
7010 Galvanised Steel ceiling section (size 80x26x0.50mm) 46 metre 238.14 10954.44
7011 Galvanised Steel perimetre Channel (Size 22 metre 41.84 920.48

20x27x30x0.50mm)
7012 Galvanised Steel intermediate Channel (Size 38 metre 90.72 3447.36
15x45x15x0.90mm)
Strap hanger
7013 Galvanised Steel angle hanger (Celling angle) (Size 12 metre 10.8 129.6
25x10x0.50mm)
7014 Galvanised Steel connecting clips (2.64mm dia and 230 4 each 189 756
mm long GI wire)
7015 Galvanised Steel soffit cleat (Size 27x37x25x0.60mm) 3 each 72 216
7020 All drive screws ( for gypsum board) 58 100 Nos 10 580
7016 Joint filler 24 kg 22.81 547.44

7017 Joint finisher 21 kg 34.21 718.41
dia bolt
9999 Sundries like rawl plug scaffolding etc 2.12 L.S. 807.3 1711.48
9977 Carriage of material etc. 2.12 L.S. 447.2 948.06
LABOUR :-
114 Beldar 645 day 31.104 20062.08
131 Painter 714 day 10.368 7402.75
TOTAL 88804.06
TOTAL 89692.1
TOTAL 102293.84
TOTAL 117637.92
Cost for 103.68 sqm. 118814.3
Say 1145.95
12.45.2 special
thick tapered pressed from
Glass M.S. sheets
Reinforced and galvanized
Gypsum with
(GRG) board zinc coating
conforming of 120
to IS: gms/sqm
2095- (Part
Code 3):1996 (Boards
Description with BIS certification marks) Rate Unit Qty Total
MATERIAL
Total = 108.86 sqm.
7366 12.5 mm thick tapered edge Glass Reinforced Gypsum 240 sqm 108.86 26126.4
(GRG) board

20x27x30x0.50mm)
15x45x15x0.90mm)
25x10x0.50mm)
mm long GI wire)
7016 Joint filler 24 kg 22.81 547.44

dia bolt
LABOUR :-
114 Beldar 645 day 31.104 20062.08
131 Painter 714 day 10.37 7404.18
TOTAL 99691.49
TOTAL 100688.4
TOTAL 114835.12
TOTAL 132060.39
Cost of 103.68 sqm. 133380.99
Say 1286.45
12.45.3 special
thick tapered pressed frommoisture
gypsum M.S. sheets and galvanized
resistant board with zinc coating of 120 gms/sqm
MATERIAL
Total = 108.86 sqm.
7031 12.5 mm thick tapered edge gypsum moisture resistant 250 sqm 108.86 27215
board
20x27x30x0.50mm)
15x45x15x0.90mm)
25x10x0.50mm)
mm long GI wire)
7016 Joint filler 24 kg 22.81 547.44

dia bolt
LABOUR
114 Beldar 645 day 31.104 20062.08
131 Painter 714 day 10.37 7404.18
TOTAL 100780.09
TOTAL 101787.89
TOTAL 116089.09
TOTAL 133502.45
Cost of 103.68 sqm. 134837.47
Say 1300.5
12.45.4 special sections, Gypsum
Fully Perforated power pressed
Plasterfrom
BoardM.S. sheets
of size and
1200 galvanizedmm
x 2400x12.5 withhaving
zinc coating
approx.of15
120
% gms/sqm
perforated
Code area with
Descriptionperforation size and pattern as approved by the Engineer-
Rate in-charge
Unit and as
Qtyper Total
MATERIAL
Total = 108.86 sqm.
7028 12.5 mm thick Fully Perforated gypsum board 380 sqm 108.86 41366.8

20x27x30x0.50mm)
15x45x15x0.90mm)
25x10x0.50mm)
mm long GI wire)
7016 Joint filler 24 kg 22.81 547.44

dia bolt
LABOUR :-
114 Beldar 645 day 31.104 20062.08
131 Painter 714 day 10.37 7404.18
TOTAL 114931.89
TOTAL 116081.21
TOTAL 132390.62
TOTAL 152249.21
Cost of 103.68 sqm. 153771.7
Say 1483.15
12.46 Providing and fixing to the inlet mouth of rain water pipe PTMT (an Engineering Thermoplastic)
Code grating square (Slit) 150 mm square with a height of 8 mm and
Description weighingUnit
Rate not less than
Qty 100 gms.
Total
Details of cost for 1 grating
MATERIAL
7857 P.T.M.T. Grating square slit 150mm 45 each 1 45
9977 Carriage of material and fixing charges 2.12 L.S. 4.16 8.82
TOTAL 53.82
TOTAL 54.36
TOTAL 62
TOTAL 71.3
Cost of each grating 72.01
Say 72
12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including
12.47.1 fixing
2 mm with
thickpolymer coated
corrugated (2.5"'J'oror4.2"
'L' hooks, bolts
or 6") or & nuts 8mm
step-down (2" ordia.
3" G.I plain/bitumen
or 6" ) as specifiedwashers complete
Details of cost for area of roof.
2x18.09x5.1 = 184.518 sqm.
MATERIAL
8668 UV stabilised 2 mm thick corrugated FRP sheet 525 sqm 240.408 126214.2
9977 Carriage of sheet 2.12 L.S. 104 220.48
G.I.Seam bolts and nuts 60cm centre to centre zig-zag
i.e. 30cm
centre to centre straight Breadth is 5.1metre


884+810= 1694

9999 Sundries 2.12 L.S. 53.82 114.1
LABOUR
130 Mistry 784 day 1.3 1019.2
114 Beldar 645 day 15.5 9997.5
TOTAL 162632.67
TOTAL 164259
TOTAL 187337.39
TOTAL 215438
Cost of 184.518 Sqm. 217592.38
Say 1179.25
12.47 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including
12.47.2 fixing
2 mm with
thickpolymer
flat coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete
Details of cost for area of roof.2x18.09x5.1 = 184.518
sqm.
MATERIAL
8667 UV stabilised 2 mm thick plain FRP sheet 450 sqm 240.408 108183.6
9977 Carriage of sheet 2.12 L.S. 104 220.48
G.I.Seam bolts and nuts 60cm centre to centre zig-zag
i.e. 30cm
centre to centre straight Breadth is 5.1metre
No. of bolts in one lap 5.1/0.3 =17 nos. 2x26(laps)x17
nos. = 884 nos.


884+810= 1694

9999 Sundries 2.12 L.S. 53.82 114.1
LABOUR
130 Mistry 784 day 1.3 1019.2
114 Beldar 645 day 15.5 9997.5
TOTAL 144602.07
TOTAL 146048.09
TOTAL 166567.85
TOTAL 191553.03
Cost of 184.518 Sqm. 193468.56
Say 1048.5
12.48 Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of
Code approved size and as per approved pattern on steel frame work
Description Ratecomplete (steel frame
Unit Qty work toTotal
be paid
MATERIAL
8670 Mangalore tiles 20 mm thick 8 each 160 1280
Nos
LABOUR
114 Beldar 645 day 1.56 1006.2
9999 Sundries 2.12 L.S. 13 27.56
TOTAL 2590.93
TOTAL 2616.84
TOTAL 2984.51
TOTAL 3432.19
Say 346.65
12.49 Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20mm thickness and of approved
Code pattern on steel frame work complete (steel frame work to be
Description paid separately).
Rate Unit Qty Total
MATERIAL
8669 Mangalore ridge tiles 20 mm thick 8 each 12 96
Nos
LABOUR
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 2.6 5.51
TOTAL 209.25
TOTAL 211.34
TOTAL 241.03
TOTAL 277.18
Say 77.75
12.5 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as
Code approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated
Description Rate thickness
Unitwith zinc
Qtycoating 120
Total
Details of cost of 216.14 sqm.
Consider a shed of 20x10 metres. (External dimensions
of plinth).
Area of roof-
20.2x10.70m = 216.14 sqm.
MATERIAL
Sheets used = 20 nos.x10.70mx1.06m = 226.84sqm
Total = 233.65sqm.
8671 Precoated galvanised iron profile sheet 0.50 mm TCT 375 sqm 233.65 87618.75
9977 Carriage of sheets 2.12 L.S. 104 220.48

9977 Carriage of bolts and nuts, washers etc. 2.12 L.S. 8.06 17.09
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
TOTAL 108489.12
TOTAL 109574.01
TOTAL 124969.16
TOTAL 143714.53
Cost of 216.14 sqm. 145151.68
Cost of 1.00 sqm. 671.56
Say 671.55
12.51 Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total
12.51.1 coated plain
Ridges thickness,
(500 -Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
600mm)
Detail of cost for 20.20 metre
One piece plain ridges
plinth).
Length of ridges 20.2 metre + 5% wastage = 23.11 metre.
MATERIAL
8672 Precoated galvanised steel plain ridges 0.50 mm TCT and 225 metre 23.11 5199.75
500 - 600 mm wide
the Sheets)
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
130 Mistry 784 day 0.14 109.76
114 Beldar 645 day 1.64 1057.8
TOTAL 6803
TOTAL 6871.03
TOTAL 7836.41
TOTAL 9011.87
Say 450.6
12.51.2 coated thickness,
Flashings/ Zinc
Aprons.( coating
Upto 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
600 mm)
Details for shed of 20.2 metres completed length
MATERIAL
8673 Precoated galvanised steel flashings/aprons 0.50mm TCT 235.2 metre 23.11 5435.47
and wide upto 600 mm
20.20 + 5% wastage = 23.11 metre
9977 Carriage of appron pieces. (The appron pieces are to be 2.12 L.S. 3.25 6.89
fixed with the same hooks as the sheets)
9999 Sundries 2.12 L.S. 3.25 6.89
LABOUR
130 Mistry 784 day 0.07 54.88
114 Beldar 645 day 0.82 528.9
TOTAL 6232.95
TOTAL 6295.28
TOTAL 7179.77
TOTAL 8256.74
Say 412.85
12.51.3 coatedlight
North thickness,
curvesZinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
length
MATERIAL
8675 Precoated galvanised steel north light curves 240 metre 23.11 5546.4
20.20 + 5% wastage = 23.11 metre
9999 Sundries 2.12 L.S. 6.24 13.23
LABOUR
130 Mistry 784 day 0.1 78.4
114 Beldar 645 day 1 645
TOTAL 7024.18
TOTAL 7094.42
TOTAL 8091.19
TOTAL 9304.87
Say 465.25
12.51.4 coatedboard
Barge thickness,
(UptoZinc
300coating
mm) 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
Completed length of barge boards = 8.23 + 5% wastage =
8.64
metre
MATERIAL
8676 Precoated galvanised steel barge board 230 metre 8.64 1987.2
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
130 Mistry 784 day 0.04 31.36
114 Beldar 645 day 0.4 258
TOTAL 2363.27
TOTAL 2386.9
TOTAL 2722.26
TOTAL 3130.6
Say 384.2
12.51.5 coatedcurve
Crimp thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
Details of crimp curve 20.2 metres long
complete length, Area 20.20 x 1.06 =21.412 sqm
MATERIAL
8677 Precoated galvanised steel crimp curve 235 sqm 22.483 5283.51

9999 Sundries 2.12 L.S. 6.24 13.23
LABOUR
130 Mistry 784 day 0.1 78.4
114 Beldar 645 day 1 645
TOTAL 6761.29
TOTAL 6828.9
TOTAL 7788.36
TOTAL 8956.61
Cost of 21.412 sqm 9046.18
Cost of 1.00 sqm 422.48
Say 422.5
12.51.6 coated (600
Gutter thickness,
mm overZincall
coating
girth) 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns
Detail of cost of 10 metre
0.63mm thick with zinc coating not less than 275gm/sqm

Sheet used = 10x1.06m x 0.60 = 6.36 sqm.
Total = 6.36 metre
8674 Precoated galvanised steel gutter 440 metre 10 4400
9977 Carriage of gutter 2.12 L.S. 1.04 2.2
9999 Sundries 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 12.61 26.73
130 Mistry 784 day 0.28 219.52
114 Beldar 645 day 1.68 1083.6
TOTAL 8300.85
TOTAL 8383.86
TOTAL 9561.79
TOTAL 10996.06
Say 1110.6
12.52 Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal
12.52.1 level, suspended
GI Metal on inter
Ceiling Lay locking
in plain metal
Tegular gridGlobal
edge of hotwhite
dipped galvanized
color steel595x595
tiles of size sectionsmm,
( galvanized @ 120
and 0.5 mm
Code thick with
Description 8 mm drop; made of G I sheet having galvanizing of 100
Rate gms/sqm
Unit (both sides
Qty inclusive)
Total and
MATERIAL
Celling Area =100 sqm
Total=100.05 sqm
8599 GI Metal Tile Lay-in Plain Tegular edge global white color 625 sqm 105 65625
tiles of Size 595x595mm and 0.5 mm thick
8611 Main T ceiling sections 24x38x0.3 mm (3 metre long) 130 each 29.5 3835
Including Wastage @ 10%

8612 Perimeter wall angle 24x24x0.3mm (3 metre long) 80 each 13.5 1080
8613 Intermediate cross T-section 24x25x 0.3mm (1.2 mtrs 40 each 147 5880
long)
Including Wastage @ 10% on Grid for cut outs
8614 Intermediate cross T-section 24x25x0.3mm (0.6 mtrs 20 each 147 2940
long)
8615 Hanger rod 4 mm thick 10 each 72 720
8616 Adjustment clip 85x30x0.8mm 6 each 72 432
8617 Soffit cleat (Size 27x37x25x1.60mm) 5 each 72 360
dia bolt
9999 Sundries i.e. scaffolding etc. 2.12 L.S. 187.95 398.45
9977 Carriage of materials etc. 2.12 L.S. 89.28 189.27
LABOUR
114 Beldar 645 day 23 14835
TOTAL 118966.72
TOTAL 120156.39
TOTAL 137038.36
TOTAL 157594.11
Cost of 100 sqm. 159170.05
Say 1591.7
12.52.2 level,
GI suspended
Metal on in
Ceiling Lay inter locking metal
perforated grid
Tegular of hot
edge dipped
global galvanized
white color tilessteel sections
of size ( galvanized
595x595 @ 120
mm and 0.5
Code mm thick with 8 mm drop; made of GI sheet having galvanizing
Description Rateof 100 gms/sqm
Unit (both
Qty sides inclusive)
Total
MATERIAL
Total=100.05 sqm
8600 GI Metal Tile Lay-in Perforated Tegular edge global white 735 sqm 105 77175
color tiles of Size 595x595mm and 0.5 mm thick

long)
8614 Intermediate cross T-section 24x25x 0.3mm (0.6 mtrs 20 each 147 2940
long)
dia bolt
LABOUR
114 Beldar 645 day 23 14835
TOTAL 130516.72
TOTAL 131821.89
TOTAL 150342.87
TOTAL 172894.3
Cost of 100 sqm. 174623.24
Say 1746.25
12.52.3 level,
12.5 mmsuspended on inter
thick square edgelocking metal gridGypsum
PVC Laminated of hot dipped
Tile of galvanized
size 595x595steel
mm,sections
made of( galvanized
Gypsum @ 120
Code plasterboard,
Description manufactured from natural gypsum as per IS 2095
Rate part I and laminated
Unit Qty with white
Total
MATERIAL
Total=100.05 sqm
8601 PVC Laminated Gypsum Tiles (Square edge) of Size 880 sqm 105 92400
595x595 mm and 12.5 mm thick

long)
long)
dia bolt
LABOUR
114 Beldar 645 day 23 14835
TOTAL 145741.72
TOTAL 147199.14
TOTAL 167880.62
TOTAL 193062.71
Cost of 100 sqm. 194993.34
Say 1949.95
12.52.4 level,
12.5 mmsuspended onPerforated
thick fully inter locking metal grid
Gypsum of tile
Board hotmade
dipped galvanized
from steel sections
plasterboard ( galvanized
having glass fibre @ 120
Code conforming to IS: 2095 part I, of size 595x595 mm, having perforation
Description Rate ofUnit
9.7x9.7 mmQtyat 19.4 mm c/c
Total
MATERIAL
Total=100.05 sqm
8602 Gypsum Tiles Fully Perforated Square edge of Size 380 sqm 105 39900
595x595 mm and 12.5 mm thick

long)
long)
dia bolt
LABOUR
114 Beldar 645 day 23 14835
TOTAL 93241.72
TOTAL 94174.14
TOTAL 107405.61
TOTAL 123516.45
Cost of 100 sqm. 124751.61
Say 1247.5
12.53 Providing and Fixing 15 mm thick densified tegular edged eco friendly light weight calcium silicate
false ceiling tiles of approved texture of size 595 x 595 mm in true horizontal level, suspended on inter
MATERIAL
8589 Calcium Silicate tegular edged celling tiles 495x495 mm 685 sqm 105 71925
and 15 mm thick
Area = 100 sqm + Add 5% wastage = 5 sqm
Total = 105 sqm
8590 Galvanised Steel main Tee ceiling section Size 140 each 29.5 4130
24x38x0.33mm (3.00 metre long)
8591 Galvanised Steel perimeter wall Angle Size 24 x 24 x 0.40 90 each 13.5 1215
mm (3.00 metre long)
8592 Galvanised Steel intermediate cross T section Size 24 x 45 each 147 6615
25 x 0.33 mm (1.2 metre long)
8593 Galvanised Steel intermediate cross T section Size 24 x 22 each 147 3234
25 x 0.33. ( 0.6 metre long)
dia bolt
8595 Wooden screws with plastic rawl plugs 35x8 mm 1 each 100 100
9999 scaffolding etc. 2.12 L.S. 498.65 1057.14
9999 Sundries 2.12 L.S. 310.7 658.68
LABOUR
114 Beldar 645 day 23 14835
TOTAL 128457.28
TOTAL 129741.85
TOTAL 147970.58
TOTAL 170166.17
Cost of 100 sqm. 171867.83
Say 1718.7
12.54 Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing
12.54.1 andMetal
GI fixingCeiling
'C' wallClip
angle of size
in plain 20x30x20
Beveled edgemm made
global of 0.5
white mmtiles
color thick
ofpre
sizepainted
600x600steel
andalong
0.5 mmthethick
Code with 25 mm
Description height, made of G I sheet having galvanizing of 100 gms/
Rate sqm (both
Unit sides
Qty inclusive) and
Total
MATERIAL
Total=105 sqm
8597 GI Metal Tile Clip in Plain Beveled edge global white 710 sqm 105 74550
colour tiles of size 600x600 mm and 0.5mm thick
8604 Spring T-section 24x34x0.45 mm (3.00 meter long) 220 metre 60 13200
8605 C Wall angle section 20x30x20x0.50 mm (3.00 meter 110 metre 27.7 3047
long)
8606 Main C Carrier Size 10x38x10x0.70mm (3.00 meter long) 130 metre 33 4290

8607 Spring T-connector 5 each 44 220
8608 C Carrier Connector 12 each 44 528
8609 C Suspension Clip 10 each 88 880
8610 Wire Coupling Clip 10 each 333 3330
dia bolt
9999 Sundries i.e. scaffolding etc. 2.12 L.S. 188 398.56
9977 Carriage of materials etc. 2.12 L.S. 90 190.8
LABOUR
114 Beldar 645 day 23 14835
TOTAL 139901.36
TOTAL 141300.37
TOTAL 161153.07
TOTAL 185326.03
Cost of 100 sqm. 187179.29
Say 1871.8
12.54 Providing and fixing Gl Clip in Metal Ceiling System of 600x600 mm module which includes providing
12.54.2 andMetal
GI fixingCeiling
'C' wallClip
angle of size
in plain 20x30x20
Beveled edgemm made
global of 0.5
white mmtiles
color thick
ofpre
sizepainted
600x600steel
andalong
0.5 mmthethick
Code with 25 mm
Description height, made of G I sheet having galvanizing of 100 gms/
Rate sqm (both
Unit sides
Qty inclusive) and
Total
MATERIAL
Total=105 sqm
8598 GI Metal Tile Clip in Perforated Beveled edge global 800 sqm 105 84000
white colour tiles of size 600x600 mm and 0.5mm thick
8604 Spring T-section 24x34x0.45 mm (3.00 meter long) 220 metre 60 13200
8605 C Wall angle section 20x30x20x0.50 mm (3.00 meter 110 metre 27.7 3047
long)
8606 Main C Carrier Size 10x38x10x0.70mm (3.00 meter long) 130 metre 33 4290

8607 Spring T-connector 5 each 44 220
8608 C Carrier Connector 12 each 44 528
8609 C Suspension Clip 10 each 88 880
8610 Wire Coupling Clip 10 each 333 3330
dia bolt
9999 Sundries i.e. scaffolding etc. 2.12 L.S. 188 398.56
9977 Carriage of materials etc. 2.12 L.S. 90 190.8
LABOUR
114 Beldar 645 day 23 14835
TOTAL 149351.36
TOTAL 150844.87
TOTAL 172038.57
TOTAL 197844.36
Cost of 100 sqm. 199822.8
Say 1998.25
12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar
Code refractive index) > 78, solar reflection > 0.70 and initial emittance
Description Rate > 0.75Unit
on waterproof
Qty and sloped
Total
Area= 10 sqm+
Add wastage @ 3%=0.3 sqm
Total=10.30 sqm
MATERIAL
1204 Precast heat resistant terrace tiles (size 300x300mm) 409 sqm 10.3 4212.7
and 20mm thick
light shade pigment
LABOUR
115 Coolie 645 day 2 1290
101 Bhisti 714 day 1 714
9999 Sundries including carborandum stone etc. 2.12 L.S. 169.98 360.36
TOTAL 10799.44
TOTAL 10907.43
TOTAL 12439.92
TOTAL 14305.91
Cost of 10 sqm 14448.97
Say 1444.9
12.56 Providing and laying roof insulation with 40 mm thick impervious sprayed, closed cell free Rigid
Code Polyurethane foam over deck insulation conforming to IS - 12432
Description Rate Pt. III (density
Unit ofQty
foam beingTotal
40-45
MATERIAL
7050 PU Primer 50 sqm 1 50
Area for PU Spray = 1 sqm+
Add for wastage @ 10%=0.10 sqm
Total=1.10 sqm
7051 40 mm (average) PU spray having 40-45 kg/m3 density 350 sqm 1.1 385
7052 GI wire netting 3/4" x 24 G 26 sqm 1 26

9999 Sundries 2.12 L.S. 6.71 14.23
9999 Polymerized mastic for all joints 2.12 L.S. 20.13 42.68
7053 400 G polythene sheet 12 sqm 1 12
9999 Cement 2.12 L.S. 44.67 94.7
9999 Graded stone 2.12 L.S. 13.75 29.15
9999 Sand 2.12 L.S. 21.48 45.54
LABOUR
9999 For PU spray 2.12 L.S. 80.54 170.74
9999 For cement screed with Polythene sheet 2.12 L.S. 53.69 113.82
TOTAL 1019.43
TOTAL 1029.62
TOTAL 1174.28
TOTAL 1350.42
Say 1363.9
12.57 Providing and fixing thermal insulation with Resin Bonded Fibre glass wool conforming to IS: 8183
Code having density 24 kg/m3, 50 mm thick, wrapped in 200G Virgin
Description Polythene
Rate Bags fixed
Unit Qtyto wall with
Total
MATERIAL
Area for 10.00sqm. (Finished surface) =
10.00sqm.+
Add Wastage @ 10% =1.00 sqm
Total =11.00sqm
9999 Sundries including GL wire 20 SWg and Virgin polythene 2.12 L.S. 52 110.24
bags 200 gram
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries (screws and washers) 2.12 L.S. 20 42.4
TOTAL 2297.14
TOTAL 2320.11
TOTAL 2646.09
TOTAL 3043
Say 307.35
12.58.1 level,
8 mm suspended on interlocking
thick fully perforated metal
calcium grid of
silicate hot made
board dippedwith
galvanized steel&sections
Calcareous Siliceous( galvanized
materials @ 120
Code reinforced
Description with cellulose fiber manufactured through autoclaving
Rate process to
Unit give stable
Qty crystalline
Total
Ceiling area = 100 sq.m
Add wastage @ 5% = 0.05 Sqm
Total =100.05 Sq.m
MATERIALS :
8784 8mm thick Calcium silicate perforated tiles of size 595 850 sqm 100.05 85042.5
x595mm
long)
long)
dia bolt
9977 Sundries 2.12 L.S. 89.28 189.27
9999 Sundries i.e scaffolding etc. 2.12 L.S. 187.95 398.45
LABOUR :
114 Beldar 645 day 23 14835
TOTAL 138384.22
TOTAL 139768.06
TOTAL 159405.47
TOTAL 183316.29
Cost of 100 sqm. 185149.45
Say 1851.5
12.59 Providing & fixing false ceiling at all height including providing & fixing of framework made of special
12.59.1 section,
8 mm thickpower pressed
Calcium fromBoard
Silicate M.S. sheets and galvanised
made with Calcareous with zinc coating
& Siliceous of 120
materials gms/ sqm
reinforced (both side
with
Code cellulose
Descriptionfiber manufactured through autoclaving process. Rate Unit Qty Total
Details of cost for 10.8 m x 9.6m = 103.68sqm
MATERIALS:
Area = 103.68 sq.m +
Add. Wastage of5% = 5.18 Sq.m Total =
108.86 Sqm
MATERIALS :
8699 8 mm thick tapered edge calcium silicate board 270 sqm 108.86 29392.2
7010 G.I Ceiling Section (80 x26mm x26mm x10.5mm each lip 46 metre 238.14 10954.44
x 0.55 mm)
20x27x30x0.50mm)
15x45x15x0.90mm)
25x10x0.50mm)
mm long GI wire)
7016 Joint filler 24 kg 22.81 547.44

dia bolt
7018 Joint Tape roll (120mm Roll) 90 roll 1.27 114.3
7021 Primer ( for gypsum board// calcium silicate board) 70 litre 18.66 1306.2
9977 Carriage 2.12 L.S. 447.2 948.06

9999 Sundries i.e rawl plug, scaffolding etc. 2.12 L.S. 807.3 1711.48
LABOUR :
114 Beldar 645 day 31.1 20059.5
131 Painter 714 day 10.37 7404.18
TOTAL 103095.85
TOTAL 104126.81
TOTAL 118756.63
TOTAL 136570.12
Cost of 103.68 sqm. 137935.82
Say 1330.4
12.6 Providing and fixing thermal insulation of ceiling (under deck insulation) with Resin Bonded Rockwool
Code conforming to IS: 8183,density 48 kg/ m3, 50 mm thick, wrapped
Description Rate in 200 Unit
G Virgin Polythene
Qty bags fixed
Total
Area for 10.00 sqm.
(Finished surface)=10.00sqm.+ Add 10% for ovelappings
&wastage= 1.00sqm.
Total= 11.00sqm
7273 Resin Bonded Rockwool 48 kg/m3 110 sqm 11 1210
9999 Sundries including GI wire 20 SWG and polythene bags 2.12 L.S. 104 220.48
200gms
9999 GI chiken mesh 12.5mm x 24 SWG 2.12 L.S. 351 744.12
LABOUR
114 Beldar 645 day 2 1290
TOTAL 4248.6
TOTAL 4291.09
TOTAL 4893.99
TOTAL 5628.09
Cost of 10 sqm. 5684.37
Say 568.45
12.61 Providing and fixing thermal insulation with Resin bonded rock wool conforming to IS: 8183, density
Code 48 kg/m3, 50 mm thick, wrapped in 200 G virgin Polythene bags
Description Rateplaced over
Unit existing
Qtyfalse ceilng and
Total
Area for 10.00sqm. (Finished surface)=10.00sqm.+ Add
10% for
ovelappings &wastage= 1.00sqm. Total= 11.00sqm
9999 Sundries including GI wire 20 SWG and polythene bags 2.12 L.S. 52 110.24
200gms
LABOUR
114 Beldar 645 day 0.5 322.5
TOTAL 2034.74
TOTAL 2055.09
TOTAL 2343.83
TOTAL 2695.4
Say 272.25
12.62 Providing and fixing thermal insulation with Resin Bonded rock wool conforming to IS: 8183, having
Code density 48 kg/m3,50 mm thick,wrapped in 200 G Virgin Polythene
Description Rate Bags fixed
Unit to wall
Qtywith screw, rawel
Total
Area for 10.00sqm. (Finished surface)=10.00sqm.+ Add
10% for
ovelappings &wastage= 1.00sqm. Total= 11.00sqm
bags 200 gram and Carriage
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries (screws & washers) 2.12 L.S. 20 42.4
TOTAL 2077.14
TOTAL 2097.91
TOTAL 2392.67
TOTAL 2751.57
Say 277.9
12.63 Providing and applying two coats of High Albedo paint having minimum Solar Reflective Index (SRI)
Code 108 (with solar reflectance & thermal emittance tested as perRate
Description ASTM) C 1549
Unit and ASTM
Qty C 1371Total
Details of cost for 10 Sqm.
MATERIALS :
7238 High Albedo paint 215 kg 7.17 1541.55
LABOUR :
114 Beldar (for cleanign the surface) 645 day 0.54 348.3
131 Painter 714 day 0.54 385.56
9999 Sundries (Brushes & T&P etc. 2.12 L.S. 13.52 28.66
TOTAL 2313.67
TOTAL 2336.81
TOTAL 2665.13
TOTAL 3064.9
Cost of 10 Sqm. 3095.55
Say 309.55
12.64 Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy
12.64.1 IS designation
0.56 31500,troughed
mm, Aluminium temper Hx8 conforming
profile to IS
with center to737 andpitch
center dimensions as per
of 200 mm, IS code
depth 2676
of 32 with
mm, overall
Code profile width1092
Description mm, cover width 1000mm. Rate Unit Qty Total
Consider a shed of 20 x 10 meters.
(External dimensions of plinth)
MATERIAL:
Sheets used = 20 Nos x 10.70mx1.092m = 233.69sqm.

Total = 240.70 sqm
3051 Aluminium troughed profile sheet 0.56mm thick with 549 sqm 240.7 132144.3
center to center pitch of 200 mm, depth of 32 mm,
overall profile width1092 mm, cover width 1000mm)

3074 Stainless steel self tapping screw of 6x50mm with SS hex 500 100 Nos 8.65 4325
cap and 3mm thick EPDM seal
(per sqm 4 nos) 216.14x4=864.55 no's
9999 Carriage of screws, washers 2.12 L.S. 8.06 17.09
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 151318.27
TOTAL 152831.45
TOTAL 174304.27
TOTAL 200449.91
Cost of 216.14 sqm 202454.41
Say 936.7
0.71 mm, troughed31500, temper
profile withHx8 conforming
center to centertopitch
IS 737
of and
200 dimensions as 32
mm, depth of permm,
IS code 2676
overall with
profile
Code width1092
MATERIAL:
Sheets used = 20 Nos x 10.70mx1.092m= 233.69sqm.

Total = 240.70 sqm
overall profile width1092 mm, cover width 1000mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 187182.57
TOTAL 189054.4
TOTAL 215616.54
TOTAL 247959.02
Cost of 216.14 sqm 250438.61
Say 1158.7
0.91 mm, troughed31500, temper
center to centertopitch
IS 737
of and
200 dimensions as 32
mm, depth of permm,
IS code 2676
overall with
profile
Code width1092
MATERIAL:

Total = 240.70 sqm
overall profile width1092 mm, cover width 1000mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 234600.47
TOTAL 236946.47
TOTAL 270237.45
TOTAL 310773.07
Cost of 216.14 sqm 313880.8
Say 1452.2
0.56mm 31500,
Aluminium temper
center topitch
to center IS 737
ofand
175dimensions
mm, depth as
of per IS code
46mm, top 2676
crest with
width of
Code 41mm, bottom
Description valley width of 80mm, overall profile width of 1144mm,
Rate cover
Unit width 1050mm.
Qty Total
MATERIAL:

Total = 239.56 sqm
3054 Aluminium profile sheet 0.56mm thick with center to 730 sqm 239.56 174878.8
center pitch of 175 mm, depth of 46mm, top crest width
of 41mm, bottom valley width of 80mm, overall profile
width of 1144mm, cover width 1050mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 194052.77
TOTAL 195993.3
TOTAL 223530.36
TOTAL 257059.91
Cost of 216.14 sqm 259630.51
Say 1201.2
0.71mm 31500,
Aluminium temper
center topitch
to center IS 737
ofand
175dimensions
mm, depth as
of per IS code
46mm, top 2676
crest with
width of
Code 41mm, bottom
Rate cover
Unit width 1050mm.
Qty Total
MATERIAL:

Total = 239.56 sqm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 240527.41
TOTAL 242932.68
TOTAL 277064.72
TOTAL 318624.43
Cost of 216.14 sqm 321810.67
Say 1488.9
0.91mm 31500,
Aluminium temper
center topitch
to center IS 737
ofand
175dimensions
mm, depth as
of per IS code
46mm, top 2676
crest with
width of
Code 41mm, bottom
Rate cover
Unit width 1050mm.
Qty Total
MATERIAL:

Total = 239.56 sqm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 302333.89
TOTAL 305357.23
TOTAL 348259.92
TOTAL 400498.91
Cost of 216.14 sqm 404503.9
Say 1871.5
0.56mm 31500,
Aluminium temper
Circular Hx8 conforming
(sinusoidal) profileto IS 737
with andtodimensions
center as of
center pitch per75ISmm,
codedepth
2676 of
with
19 mm,
Code overall profile
Description width 1250mm,cover width 1150mm. Rate Unit Qty Total
MATERIAL:
Sheets used = 18 Nos x 10.70mx1.250m=
Total = 240.75sqm.
Total = 247.97sqm
3057 Aluminium Circular(sinusoidal) profile sheet 0.56mm 520 sqm 247.97 128944.4
thick with center to center pitch of 75 mm, depth of 19
mm, overall profile width 1250mm,cover width 1150mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
112 Helper 714 day 9.34 6668.76
114 Beldar 645 day 9.34 6024.3
Total 148118.37
TOTAL 149599.55
TOTAL 170618.29
TOTAL 196211.03
Cost of 216.14 sqm 198173.14
Say 916.85
0.71mm 31500,
Aluminium temper
center as of
codedepth
2676 of
with
19 mm,
MATERIAL:
Total = 240.75sqm.
Total = 247.97sqm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
112 Helper 714 day 9.34 6668.76
114 Beldar 645 day 9.34 6024.3
Total 185313.87
TOTAL 187167.01
TOTAL 213463.97
TOTAL 245483.57
Cost of 216.14 sqm 247938.41
Say 1147.1
0.91mm 31500,
Aluminium temper
center as of
codedepth
2676 of
with
19 mm,
MATERIAL:
Total = 240.75sqm.
Total = 247.97sqm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
112 Helper 714 day 9.34 6668.76
114 Beldar 645 day 9.34 6024.3
Total 234907.87
TOTAL 237256.95
TOTAL 270591.55
TOTAL 311180.28
Cost of 216.14 sqm 314292.08
Say 1454.1
12.65 Providing & fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of
alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676
12.65.1 0.56 mm, Aluminium Color coated troughed profile with center to center pitch of 200 mm, depth of 32
Code mm, overall profile width1092 mm, cover width 1000mm. Rate
MATERIAL:

Total = 240.70 sqm
3060 Precoated Aluminium troughed profile sheet 0.56mm 636 sqm 240.7 153085.2
thcik with center to center pitch of 200 mm, depth of 32
mm, overall profile width1092 mm, cover width
1000mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 172259.17
TOTAL 173981.76
TOTAL 198426.2
TOTAL 228190.13
Cost of 216.14 sqm 230472.03
Say 1066.3
12.65.2 alloymm,
0.71 IS designation
Aluminium31500, tempertroughed
Color coated Hx8 conforming to IScenter
profile with 737 and
to dimensions
center pitchas
ofper
200ISmm,
codedepth
2676of 32
Code mm, overall
Description profile width1092 mm, cover width 1000mm. Rate Unit Qty Total
MATERIAL:

Total = 240.70 sqm
1000mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 213900.27
TOTAL 216039.27
TOTAL 246392.79
TOTAL 283351.71
Cost of 216.14 sqm 286185.23
Say 1324.05
12.65.3 alloymm,
0.91 IS designation
Aluminium31500, tempertroughed
Color coated Hx8 conforming to IScenter
profile with 737 and
to dimensions
center pitchas
ofper
200ISmm,
codedepth
2676of 32
Code mm, overall
Description profile width1092 mm, cover width 1000mm. Rate Unit Qty Total
MATERIAL:

Total = 240.70 sqm
1000mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 269020.57
TOTAL 271710.78
TOTAL 309886.14
TOTAL 356369.06
Cost of 216.14 sqm 359932.75
Say 1665.3
12.65.4 alloy IS designation
0.56mm 31500,
Aluminium color temper
profile Hx8
with conforming
center topitch
to center IS 737ofand
175dimensions
mm, depthas
ofper IS code
46mm, top 2676
crest
Code width of 41mm,
Description bottom valley width of 80mm, overall profile width
Rate of 1144mm,
Unit cover
Qty width Total
MATERIAL:

Total = 239.56 sqm
3063 Aluminium color coated profile sheet 0.56mm thick with 846 sqm 239.56 202667.76
center to center pitch of 175 mm, depth of 46mm, top
crest width of 41mm, bottom valley width of 80mm,
overall profile width of 1144mm, cover width 1050mm

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 221841.73
TOTAL 224060.15
TOTAL 255540.6
TOTAL 293871.69
Cost of 216.14 sqm 296810.41
Say 1373.25
12.65.5 alloy
0.71mmIS designation 31500,
coated Hx8 with
profile conforming to center
center to IS 737 and
pitchdimensions
of 175 mm,asdepth
per ISofcode 2676top
46mm,
Code crest width
Description of 41mm, bottom valley width of 80mm, overall profile
Rate width of
Unit 1144mm,
Qty cover width
Total
MATERIAL:

Total = 239.56 sqm
3064 Aluminium color coated profile sheet 0.71mm thick with 1071 sqm 239.56 256568.76

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 275742.73
TOTAL 278500.16
TOTAL 317629.43
TOTAL 365273.84
Cost of 216.14 sqm 368926.58
Say 1706.9
12.65.6 alloy IS designation
0.91mm 31500,
coated Hx8 with
profile conforming to center
center to IS 737 and
pitchdimensions
of 175 mm,asdepth
per ISofcode 2676top
46mm,
Code crest width
Description of 41mm, bottom valley width of 80mm, overall profile
Rate width of
Unit 1144mm,
Qty cover width
Total
MATERIAL:

Total = 239.56 sqm
3065 Aluminium color coated profile sheet 0.91mm thick ith 1370 sqm 239.56 328197.2

(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 347371.17
TOTAL 350844.88
TOTAL 400138.59
TOTAL 460159.38
Cost of 216.14 sqm 464760.97
Say 2150.3
12.65.7 alloymm
0.56 IS designation 31500, with
Aluminium profile temper Hx8to
center conforming to of
center pitch IS 737 and
177.5 mm,dimensions as permm,
depth of 28.5 IS code 2676
987mm
Description width, cover width 900mm Rate Unit Qty Total
MATERIAL:

Total = 239.31 sqm
center pitch of 177.5 mm, depth of 28.5 mm, 987mm
overall profile width, cover width 900mm
(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 181904.77
TOTAL 183723.82
TOTAL 209537.02
TOTAL 240967.57
Cost of 216.14 sqm 243377.25
Say 1126
12.65.8 alloymm
0.71 IS designation 31500, with
Aluminium profile temper Hx8to
center conforming to of
center pitch IS 737 and
177.5 mm,dimensions as permm,
depth of 28.5 IS code 2676
987mm
Description width, cover width 900mm Rate Unit Qty Total
MATERIAL:

Total = 239.31 sqm
center pitch of 177.5 mm, depth of 28.5 mm, 987mm
overall profile width, cover width 900mm
(per sqm 4 nos) 216.14x4=864.55 no's
9999 Sundries 2.12 L.S. 39.52 83.78
LABOUR:
130 Mistry 784 day 2.34 1834.56
114 Beldar 645 day 9.34 6024.3
Total 227852.29
TOTAL 230130.81
TOTAL 262464.19
TOTAL 301833.82
Cost of 216.14 sqm 304852.16
Say 1410.45
12.66 Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm
12.66.1 thickness ,Alloyfinish
Precoated/mill 31500aluminium
(IS designation)
Ridges[Aluminium Alloy (AA) 3004 (ISO designation)] For color,
plain (500- 600mm)
Detail of cost for 20.20 metre
One piece plain ridges
plinth)
Total
=23.11 metre.
MATERIAL
3068 Precoated/Mill finish Aluminium plain ridges 0.71 mm 564 metre 23.11 13034.04
TCT/plain and 500- 600 mm wide
9977 Carriage (The ridge is to be fixed with the same screws 2.12 L.S. 13.52 28.66
as the Sheets)
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
130 Mistry 784 day 0.14 109.76
114 Beldar 645 day 1.64 1057.8
Total 14637.29
TOTAL 14783.66
TOTAL 16860.76
TOTAL 19389.87
Cost of 20.20 metre 19583.77
Say 969.5
(IS designation) [Aluminium
Flashings/ Alloy (AA)
Aprons (Upto 3004 (ISO designation)] For color,
600 mm)
Details for shed of 20.2 metres completed
length
MATERIAL
Total =23.11 metre.
3069 Precoated/Mill finish Aluminium flashings/aprons 544 metre 23.11 12571.84
0.50mm TCT/plain and wide upto 600 mm
9977 Carriage of apron pieces. (The apron pieces are to be 2.12 L.S. 3.25 6.89
fixed with the same screws as the sheets)
9999 Sundries 2.12 L.S. 3.25 6.89
LABOUR
130 Mistry 784 day 0.07 54.88
114 Beldar 645 day 0.82 528.9
Total 13369.32
TOTAL 13503.01
TOTAL 15400.18
TOTAL 17710.21
Cost of 20.20 metre 17887.31
Say 885.5
(IS designation)
North [Aluminium
light curves Alloy (AA) 3004 (ISO designation)] For color,
length
MATERIAL
Total
=23.11 metre.
3070 Precoated/Mill finish Aluminium plain north light cuves 584 metre 23.11 13496.24
9977 Carriage of screws, washers and curves 2.12 L.S. 9.88 20.95
9999 Sundries 2.12 L.S. 6.24 13.23
LABOUR
130 Mistry 784 day 0.1 78.4
114 Beldar 645 day 1 645
Total 14668.02
TOTAL 14814.7
TOTAL 16896.17
TOTAL 19430.6
Cost of 20.20 metre 19624.91
Say 971.55
(IS designation)
Barge [Aluminium
board (UptoAlloy (AA) 3004 (ISO designation)] For color,
200 mm)
Details of cost for 8.23 metres Completed length of
barge boards
MATERIAL
length of barge boards = 8.23 metre + Add wastage @
5% = 0.41
metre. Total = 8.64 metre
3071 Precoated/mill finish aluminium Barge board (Upto 200 487 metre 8.64 4207.68
mm)
1211 Washer for seam bolts 32 100 Nos 0.1 3.2
3075 EPDM washer 40 100 Nos 0.5 20
9999 Sundries 2.12 L.S. 6.76 14.33
LABOUR
130 Mistry 784 day 0.04 31.36
114 Beldar 645 day 0.4 258
Total 4602.25
TOTAL 4648.27
TOTAL 5301.35
TOTAL 6096.55
Say 748.2
(IS designation)
Crimp [Aluminium
curve Alloy (AA) 3004 (ISO designation)] For color,
MATERIAL
crimp curve 20.2 metres long complete length and 1.06
metre wide
Area 20.20 x 1.06 = 21.412 sqm + Add wastage @ 5% =
1.071
sqm. Total = 22.483 sqm.
3072 Precoated/Mill finish Aluminium crimp curve 538 sqm 22.48 12094.24
9977 Carriage of screws, washers and curves 2.12 L.S. 9.88 20.95
9999 Sundries 2.12 L.S. 6.24 13.23
LABOUR
130 Mistry 784 day 0.1 78.4
114 Beldar 645 day 1 645
Total 13266.02
TOTAL 13398.68
TOTAL 15281.19
TOTAL 17573.37
Cost of 21.412 metre 17749.1
Say 828.95
(IS designation)
Gutter[Aluminium
(600 mm overAlloy
all (AA)
girth)3004 (ISO designation)] For color,
Detail of cost of 10 metre
0.63mm thick with zinc coating not less than 275gm/
sqm
3073 Precoated/Mill finish Aluminium gutter 725 metre 10 7250
9977 Carriage of gutter 2.12 L.S. 1.04 2.2
3076 Stainless steel bolts & nuts 10 mm dia and 125 mm long 40 each 30 1200
9977 Carriage of screws, seam bolts & washer 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 5.33 11.3
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 12.61 26.73
130 Mistry 784 day 0.28 219.52
114 Beldar 645 day 1.68 1083.6
Total 12078.15
TOTAL 12198.93
TOTAL 13912.88
TOTAL 15999.81
Say 1616

13.1.1 1:4 (1 cement: 4 fine sand)
MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
9999 Scaffolding and sundries 2.12 L.S. 12.61 26.73
TOTAL 2203.89
TOTAL 2225.93
TOTAL 2538.67
TOTAL 2919.47
Cost of 10.00 sqm 2948.66
Cost of 1.00 sqm 294.87
Say 294.85

MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
TOTAL 2107.57
TOTAL 2128.65
TOTAL 2427.73
TOTAL 2791.89
Cost of 10.00 sqm 2819.81
Cost of 1.00 sqm 281.98
Say 282
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
TOTAL 2539.06
TOTAL 2564.45
TOTAL 2924.76
TOTAL 3363.47
Cost of 10.00 sqm 3397.1
Cost of 1.00 sqm 339.71
Say 339.7
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
TOTAL 2424.01
TOTAL 2448.25
TOTAL 2792.23
TOTAL 3211.06
Cost of 10.00 sqm 3243.17
Cost of 1.00 sqm 324.32
Say 324.3

MATERIAL
LABOUR
115 Coolie 645 day 1.02 657.9
101 Bhisti 714 day 1.1 785.4
TOTAL 3005.85
TOTAL 3035.91
TOTAL 3462.46
TOTAL 3981.83
Cost of 10.00 sqm 4021.65
Cost of 1.00 sqm 402.17
Say 402.15

MATERIAL
LABOUR
115 Coolie 645 day 1.02 657.9
101 Bhisti 714 day 1.1 785.4
TOTAL 2856.01
TOTAL 2884.57
TOTAL 3289.85
TOTAL 3783.33
Cost of 10.00 sqm 3821.16
Cost of 1.00 sqm 382.12
Say 382.1

13.4.1 1:4 (1 cement: 4 coarse sand)
MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
TOTAL 2296.34
TOTAL 2319.3
TOTAL 2645.16
TOTAL 3041.93
Cost of 10.00 sqm 3072.35
Cost of 1.00 sqm 307.24
Say 307.25

MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
TOTAL 2200.02
TOTAL 2222.02
TOTAL 2534.21
TOTAL 2914.34
Cost of 10.00 sqm 2943.48
Cost of 1.00 sqm 294.35
Say 294.35
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
TOTAL 2649.48
TOTAL 2675.97
TOTAL 3051.94
TOTAL 3509.73
Cost of 10.00 sqm 3544.83
Cost of 1.00 sqm 354.48
Say 354.5
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
TOTAL 2534.43
TOTAL 2559.77
TOTAL 2919.42
TOTAL 3357.33
Cost of 10.00 sqm 3390.9
Cost of 1.00 sqm 339.09
Say 339.1

MATERIAL
LABOUR
115 Coolie 645 day 1.02 657.9
101 Bhisti 714 day 1.1 785.4
TOTAL 3149.65
TOTAL 3181.15
TOTAL 3628.1
TOTAL 4172.32
Cost of 10.00 sqm 4214.04
Say 421.4

MATERIAL
LABOUR
115 Coolie 645 day 1.02 657.9
101 Bhisti 714 day 1.1 785.4
TOTAL 2999.82
TOTAL 3029.82
TOTAL 3455.51
TOTAL 3973.84
Cost of 10.00 sqm 4013.58
Cost of 1.00 sqm 401.36
Say 401.35
MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
115 Coolie 645 day 0.27 174.15
TOTAL 2796.6
TOTAL 2824.57
TOTAL 3221.42
TOTAL 3704.63
Cost of 10.00 sqm 3741.68
Cost of 1.00 sqm 374.17
Say 374.15
MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
115 Coolie 645 day 0.27 174.15
TOTAL 2700.27
TOTAL 2727.27
TOTAL 3110.45
TOTAL 3577.02
Cost of 10.00 sqm 3612.79
Cost of 1.00 sqm 361.28
Say 361.3
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat
13.8.1 cement
1:3 of mix 3
(1 cement: : fine sand)
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
115 Coolie 645 day 0.27 174.15
TOTAL 3150.5
TOTAL 3182.01
TOTAL 3629.08
TOTAL 4173.44
Cost of 10.00 sqm 4215.17
Cost of 1.00 sqm 421.52
Say 421.5
13.8 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat
13.8.2 cement
1:4 of mix 4
(1 cement: : fine sand)
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
115 Coolie 645 day 0.27 174.15
TOTAL 3035.44
TOTAL 3065.79
TOTAL 3496.53
TOTAL 4021.01
Cost of 10.00 sqm 4061.22
Cost of 1.00 sqm 406.12
Say 406.1
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
13.9.1 12 mm cement plaster
MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
115 Coolie 645 day 0.27 174.15
TOTAL 2889.05
TOTAL 2917.94
TOTAL 3327.91
TOTAL 3827.1
Cost of 10.00 sqm 3865.37
Cost of 1.00 sqm 386.54
Say 386.55
13.9 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.
13.9.2 20 mm cement plaster
MATERIAL
LABOUR
115 Coolie 645 day 1.02 657.9
101 Bhisti 714 day 1.1 785.4
115 Coolie 645 day 0.27 174.15
TOTAL 3795.88
TOTAL 3833.84
TOTAL 4372.49
TOTAL 5028.36
Cost of 10.00 sqm 5078.64
Cost of 1.00 sqm 507.86
Say 507.85
13.1 15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on
Code the rough side of single or half brick wall.
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
115 Coolie 645 day 0.27 174.15
TOTAL 3260.92
TOTAL 3293.53
TOTAL 3756.27
TOTAL 4319.71
Cost of 10.00 sqm 4362.91
Cost of 1.00 sqm 436.29
Say 436.3
13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse
Code sand) finished with a top layer 6 mm thick cement plaster 1:6Rate
: 6 fine sand).
Qty Total
MATERIAL
Under layer Cement mortar 1 : 5 (1 cement : 5 coarse
sand)
Top layer Cement mortar 1 : 6 (1 cement : 6 fine sand)
LABOUR
115 Coolie 645 day 1.29 832.05
101 Bhisti 714 day 1.05 749.7
TOTAL 3309.24
TOTAL 3342.33
TOTAL 3811.93
TOTAL 4383.72
Cost of 10.00 sqm 4427.56
Cost of 1.00 sqm 442.76
Say 442.75
13.12 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse
Code sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement
Description : 3 coarseUnit
Rate sand) finished
Qty roughTotal
with
MATERIAL
Under layer Cement mortar 1 : 5 (1 cement : 5 coarse
sand)
3.1 Rate as per Item No.3.10 of SH:MORTAR 3995 cum 0.144 575.28
Top layer Cement mortar 1:3 (1 cement : 3 coarse sand)
LABOUR
115 Coolie 645 day 1.29 832.05
101 Bhisti 714 day 1.05 749.7
TOTAL 3451.79
TOTAL 3486.31
TOTAL 3976.14
TOTAL 4572.56
Cost of 10.00 sqm 4618.29
Cost of 1.00 sqm 461.83
Say 461.85
13.13 12 mm cement plaster 1:2 (1 cement : 2 stone dust).

MATERIAL
Cement mortar 1:2 (1 Cement : 2 stone dust)
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
TOTAL 2435.16
TOTAL 2459.51
TOTAL 2805.07
TOTAL 3225.83
Cost of 10.00 sqm 3258.09
Cost of 1.00 sqm 325.81
Say 325.8
13.14 15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall.
MATERIAL
LABOUR
115 Coolie 645 day 0.88 567.6
101 Bhisti 714 day 0.99 706.86
TOTAL 2815.3
TOTAL 2843.45
TOTAL 3242.95
TOTAL 3729.39
Cost of 10.00 sqm 3766.68
Cost of 1.00 sqm 376.67
Say 376.65
13.15 20 mm cement plaster 1:2 (1 cement : 2 stone dust).

MATERIAL
LABOUR
115 Coolie 645 day 1.02 657.9
101 Bhisti 714 day 1.1 785.4
TOTAL 3365.6
TOTAL 3399.26
TOTAL 3876.86
TOTAL 4458.39
Cost of 10.00 sqm 4502.97
Say 450.3

13.16.1 1:3 (1 cement : 3 fine sand)
MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
9999 Extra for removing burrs, cleaning with wire brushes, 2.12 L.S. 13.39 28.39
pock making with pointed tool etc. complete.

TOTAL 1891.32
TOTAL 1910.23
TOTAL 2178.62
TOTAL 2505.41
Cost of 10.00 sqm 2530.46
Cost of 1.00 sqm 253.05
Say 253.05
13.17 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and
Code thick coat of Lime wash on top of walls when dry for bearingRate
Description of R.C.C. slabs
Unitand beams.
Qty Total
MATERIAL
LABOUR
115 Coolie 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
9999 Extra for removing burrs, cleaning with wire brushes, 2.12 L.S. 13.39 28.39
pock making with pointed tool etc. complete.

115 Coolie 645 day 0.27 174.15
776 Satna lime 370 quintal 0.01 3.7
9999 Indigo gum etc 2.12 L.S. 2.08 4.41
9999 Sundries ladder etc. 2.12 L.S. 0.52 1.1
141 White Washer 714 day 0.07 49.98
115 Coolie 645 day 0.07 45.15
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 2497.83
TOTAL 2522.81
TOTAL 2877.26
TOTAL 3308.85
Cost of 10.00 sqm 3341.94
Cost of 1.00 sqm 334.19
Say 334.2
13.18 Neat cement punning.

LABOUR
115 Coolie 645 day 0.27 174.15
TOTAL 506.68
TOTAL 511.75
TOTAL 583.65
TOTAL 671.2
Cost of 10.00 sqm 677.91
Say 67.8
13.19 Rough cast plaster upto 10 m height above ground level with a mixture of sand and gravel or crushed
13.19.1 stone from
Ordinary 6 mm finish
cement to 10 using
mm nominal
ordinarysize, dashed over and including the fresh plaster in two layers,
cement
MATERIAL
Under layer 12 mm thick cement plaster
LABOUR
114 Beldar 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
Top layer 10 mm thick cement plaster Cement mortar 1 :
3 (1 cement : 3 fine sand)
114 Beldar 645 day 0.69 445.05
101 Bhisti 714 day 0.85 606.9
1179 Crushed stone 2.36 mm to 12.5 mm size 900 cum 0.1 90
101 Bhisti 714 day 0.01 7.14
777 Dry hydrated lime (factory made) 290 quintal 0.09 26.1
9977 Carriage of lime 2.12 L.S. 3.64 7.72
114 Beldar 645 day 0.5 322.5
101 Bhisti 714 day 0.1 71.4
Labour for scooping
114 Beldar 645 day 0.25 161.25
TOTAL 5623.77
TOTAL 5680.01
TOTAL 6478.05
TOTAL 7449.76
Cost of 10.00 sqm 7524.26
Cost of 1.00 sqm 752.43
Say 752.45
13.2 Pebble dash plaster upto 10 m height above ground level with a mixture of washed pebble or crushed
Code stone 6 mm to 12.5 mm nominal size, dashed over and including
Description Ratefresh plaster
Unit in two
Qtylayers under
Total
MATERIAL
Under layer 12 mm thick cement plaster
LABOUR
114 Beldar 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
Top layer 10 mm thick cement plaster
114 Beldar 645 day 0.69 445.05
101 Bhisti 714 day 0.85 606.9
1179 Crushed stone 2.36 mm to 12.5 mm size 900 cum 0.1 90
101 Bhisti 714 day 0.01 7.14
777 Dry hydrated lime (factory made) 290 quintal 0.09 26.1
114 Beldar 645 day 0.5 322.5
101 Bhisti 714 day 0.1 71.4
TOTAL 5275.89
TOTAL 5328.65
TOTAL 6077.33
TOTAL 6988.93
Cost of 10.00 sqm 7058.82
Cost of 1.00 sqm 705.88
Say 705.9
13.21 Extra for providing and mixing water proofing material in cement plaster work in proportion
Code recommended by the manufacturers.
Detail of cost for 12mm cement plaster 1:3
(1 cement :3 sand) = 10 sqm or 1.48 bags of cement
used in the mix.
Cement required for 10 sqm = 73.89kg.
Water proofing material required @ 1 kg per 50 kg of
cement = 1.48 kg.
9999 Sundries 2.12 L.S. 7.15 15.16

TOTAL 66.96
TOTAL 67.63
TOTAL 77.13
TOTAL 88.7
Cost of 1.48 bags of cement used in the mix. 89.59
Cost of 1.00 bag of 50 kg cement used in the mix. 60.53
Say 60.55
13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional
Code height of 3 m or part thereof.
LABOUR
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.1 71.4
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 543.96
TOTAL 549.4
TOTAL 626.59
TOTAL 720.58
Cost of 10.00 sqm 727.79
Say 72.8

13.23.1 In one coat
LABOUR
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 293.96
TOTAL 296.9
TOTAL 338.61
TOTAL 389.4
Cost of 10.00 sqm 393.29
Say 39.35

13.23.2 In two coats
LABOUR
114 Beldar 645 day 0.3 193.5
9999 Sundries 2.12 L.S. 13.39 28.39
TOTAL 446.59
TOTAL 451.06
TOTAL 514.43
TOTAL 591.59
Cost of 10.00 sqm 597.51
Say 59.75
13.24 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level:
13.24.1 In one coat
LABOUR
155 Mason (average) 749 day 3 2247
114 Beldar 645 day 2 1290
115 Coolie 645 day 1 645
101 Bhisti 714 day 0.25 178.5
9999 Sundries 2.12 L.S. 13.39 28.39
TOTAL 4388.89
TOTAL 4432.78
TOTAL 5055.59
TOTAL 5813.93
Cost of 10.00 sqm 5872.07
Cost of 1.00 sqm 587.21
Say 587.2
13.24 Extra for plastering done on moulding, cornices or architraves including neat finish to line and level:
13.24.2 In two coats
LABOUR
114 Beldar 645 day 3 1935
115 Coolie 645 day 2 1290
101 Bhisti 714 day 0.33 235.62
9999 Sundries 2.12 L.S. 13.39 28.39
TOTAL 7234.01
TOTAL 7306.35
TOTAL 8332.89
TOTAL 9582.82
Cost of 10.00 sqm 9678.65
Cost of 1.00 sqm 967.87
Say 967.85

13.25.1 Spherical ceiling
LABOUR
114 Beldar 645 day 0.74 477.3
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 1096.1
TOTAL 1107.06
TOTAL 1262.6
TOTAL 1451.99
Cost of 10.00 sqm 1466.51
Cost of 1.00 sqm 146.65
Say 146.65

13.25.2 Groined ceiling
LABOUR
114 Beldar 645 day 0.8 516
9999 Sundries 2.12 L.S. 34.06 72.21
TOTAL 1187.41
TOTAL 1199.28
TOTAL 1367.78
TOTAL 1572.95
Cost of 10.00 sqm 1588.68
Cost of 1.00 sqm 158.87
Say 158.85

13.25.3 Flewing soffits
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 13.39 28.39
TOTAL 725.39
TOTAL 732.64
TOTAL 835.58
TOTAL 960.92
Cost of 10.00 sqm 970.53
Say 97.05
13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the
Code surface even and smooth complete.
MATERIAL
Plaster of paris 10x0.002x1121 = 22.42kg
Add 2% wastage= 0.45kg
Total = 22.87kg. Say23kg
869 Plaster of Paris 5 kg 23 115
9977 Carriage of plaster of paris 2.12 L.S. 3.9 8.27
LABOUR
114 Beldar 645 day 0.91 586.95
TOTAL 1601.7
TOTAL 1617.72
TOTAL 1845.01
TOTAL 2121.76
Cost of 10.00 sqm 2142.98
Say 214.3
13.27 Extra for lining out plaster to imitate stone or concrete blocks walling.
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Solution of lime putty 2.12 L.S. 1.82 3.86
TOTAL 700.86
TOTAL 707.87
TOTAL 807.33
TOTAL 928.43
Cost of 10.00 sqm 937.71
Say 93.75
13.28 12 mm thick plain cement mortar bands in cement mortar 1:4 (1 cement : 4 fine sand):
13.28.1 Flush Band
Detail of cost for 10 metre long and 10 cm wide band
MATERIAL
LABOUR
115 Coolie 645 day 0.27 174.15
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 467.09
TOTAL 471.76
TOTAL 538.04
TOTAL 618.75
Cost of 10.00 metre long and 10 cm wide band 624.94
Say 6.25
13.28.2 Sunk Band
MATERIAL
LABOUR
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 2.08 4.41
TOTAL 510.29
TOTAL 515.39
TOTAL 587.8
TOTAL 675.97
Say 6.85
13.28.3 Raised Band
MATERIAL
LABOUR
115 Coolie 645 day 0.35 225.75
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 581.37
TOTAL 587.18
TOTAL 669.68
TOTAL 770.13
Say 7.8
13.28.4 Moulded Band
MATERIAL
LABOUR
115 Coolie 645 day 0.65 419.25
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 997.09
TOTAL 1007.06
TOTAL 1148.55
TOTAL 1320.83
Say 13.35
13.29 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand):
13.29.1 Flush Band
MATERIAL
LABOUR
115 Coolie 645 day 0.32 206.4
101 Bhisti 714 day 0.06 42.84
9999 Sundries 2.12 L.S. 2.08 4.41
TOTAL 567.59
TOTAL 573.27
TOTAL 653.81
TOTAL 751.88
Say 7.6
13.29.2 Sunk Band
MATERIAL
LABOUR
115 Coolie 645 day 0.36 232.2
101 Bhisti 714 day 0.06 42.84
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 624.73
TOTAL 630.98
TOTAL 719.63
TOTAL 827.57
Say 8.35
13.29.3 Raised Band
MATERIAL
LABOUR
115 Coolie 645 day 0.42 270.9
101 Bhisti 714 day 0.06 42.84
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 711.95
TOTAL 719.07
TOTAL 820.1
TOTAL 943.12
Cost of 10.00 metre long and 10 cmwide band 952.55
Say 9.55
13.29.4 Moulded Band
MATERIAL
LABOUR
115 Coolie 645 day 0.86 554.7
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 1329.45
TOTAL 1342.74
TOTAL 1531.4
TOTAL 1761.11
Say 17.8
13.3 18 mm thick moulded cement mortar band in two coats under layer 12 mm thick with cement mortar
Code 1:5 (1 cement : 5 coarse sand) top layer 6 mm thick with cement
Description Ratemortar Unit
1:4 (1 cement
Qty : 4 fineTotal
sand).
MATERIAL
LABOUR
115 Coolie 645 day 0.86 554.7
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 1333.39
TOTAL 1346.72
TOTAL 1535.93
TOTAL 1766.32
Say 17.85
13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):
13.31.1 Flush / Ruled/ Struck or weathered pointing
MATERIAL
LABOUR
115 Coolie 645 day 0.6 387
101 Bhisti 714 day 0.93 664.02
9999 Sundries 2.12 L.S. 7.15 15.16
9999 Scaffolding and racking out joints including sundries 2.12 L.S. 14.3 30.32
TOTAL 1602.46
TOTAL 1618.48
TOTAL 1845.88
TOTAL 2122.76
Cost of 10.00 sqm 2143.99
Say 214.4
13.31 Pointing on brick work or brick flooring with cement mortar 1:3 (1 cement : 3 fine sand):
13.31.2 Raised and cut pointing
MATERIAL
LABOUR
115 Coolie 645 day 1.31 844.95
101 Bhisti 714 day 1 714
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 2611.29
TOTAL 2637.4
TOTAL 3007.95
TOTAL 3459.14
Cost of 10.00 sqm 3493.73
Cost of 1.00 sqm 349.37
Say 349.35
13.32 Pointing on tile brick work with cement mortar 1:3 (1 cement : 3 fine sand):
13.32.1 Flush/ Ruled/ Struck or weathered pointing
MATERIAL
9999 Sundries 2.12 L.S. 7.15 15.16
LABOUR
115 Coolie 645 day 0.8 516
101 Bhisti 714 day 1.28 913.92
TOTAL 2182.66
TOTAL 2204.49
TOTAL 2514.22
TOTAL 2891.35
Cost of 10.00 sqm 2920.26
Cost of 1.00 sqm 292.03
Say 292.05
13.33.1 Flush/ Ruled pointing
MATERIAL
9999 Sundries 2.12 L.S. 7.15 15.16
LABOUR
115 Coolie 645 day 1.37 883.65
101 Bhisti 714 day 0.93 664.02
TOTAL 2386.87
TOTAL 2410.74
TOTAL 2749.45
TOTAL 3161.87
Cost of 10.00 sqm 3193.49
Cost of 1.00 sqm 319.35
Say 319.35
13.33.2 Raised and cut pointing
MATERIAL
9999 Sundries 2.12 L.S. 7.15 15.16
LABOUR
115 Coolie 645 day 2.96 1909.2
101 Bhisti 714 day 1 714
TOTAL 4337.05
TOTAL 4380.42
TOTAL 4995.87
TOTAL 5745.25
Cost of 10.00 sqm 5802.7
Cost of 1.00 sqm 580.27
Say 580.25
13.34 Raised and cut pointing on stone work in white cement mortar 1:3 (1 white cement : 3 marble dust).
MATERIAL
White Cement mortar 1 : 3 (1 white cement : 3 marble
dust)
3.16 Rate as per Item No.3.16 of SH:MORTAR 7790.25 cum 0.038 296.03
9999 Sundries 2.12 L.S. 7.15 15.16
LABOUR
115 Coolie 645 day 2.96 1909.2
101 Bhisti 714 day 1 714
TOTAL 4466.56
TOTAL 4511.23
TOTAL 5145.06
TOTAL 5916.82
Cost of 10.00 sqm 5975.99
Say 597.6
13.35 Pointing on stone slab ceiling with cement mortar 1:2 (1 cement : 2 fine sand):
13.35.1 Flush/ Ruled pointing
MATERIAL
Cement mortar 1:2 (1 cement : 2 fine sand)
LABOUR
115 Coolie 645 day 0.69 445.05
101 Bhisti 714 day 0.59 421.26
TOTAL 1329.45
TOTAL 1342.74
TOTAL 1531.4
TOTAL 1761.11
Cost of 10.00 sqm 1778.72
Cost of 1.00 sqm 177.87
Say 177.85
13.36 Extra for pointing on walls on the outside at height more than 10 m from ground level for every
Code additional height of 3 m or part there of.
LABOUR
9999 Scaffolding 2.12 L.S. 13.39 28.39
9999 Sundries 2.12 L.S. 13.39 28.39
TOTAL 56.78
TOTAL 57.35
TOTAL 65.41
TOTAL 75.22
Cost of 10.00 sqm 75.97
Say 7.6

13.37.1 New work (three or more coats)
MATERIAL
775 Dehradun white lime 600 quintal 0.03 18
LABOUR
115 Coolie 645 day 0.1 64.5
9999 Indigo gum etc 2.12 L.S. 4.42 9.37
9999 Sundries ladders etc 2.12 L.S. 2.73 5.79
TOTAL 242.39
TOTAL 244.81
TOTAL 279.21
TOTAL 321.09
Cost of 10.00 sqm 324.3
Say 32.45
13.38 Satna lime wash on walls with one coat.

MATERIAL
776 Satna lime 370 quintal 0.01 3.7
9999 Indigo gum etc 2.12 L.S. 0.52 1.1
LABOUR
115 Coolie 645 day 0.04 25.8
TOTAL 97.92
TOTAL 98.9
TOTAL 112.8
TOTAL 129.72
Cost of 10.00 sqm 131.02
Say 13.1
13.39.1 New work (two or more coats) with a base coat of white washing with lime
MATERIAL
9999 Add for colouring stuff 2.12 L.S. 0.91 1.93
LABOUR
115 Coolie 645 day 0.1 64.5
9999 Indigo gum etc 2.12 L.S. 4.42 9.37
TOTAL 330.88
TOTAL 334.19
TOTAL 381.14
TOTAL 438.31
Cost of 10.00 sqm 442.69
Say 44.25
13.39.2 New work (two or more coats) with a base coat of whiting
MATERIAL
9999 Add for colouring stuff 2.12 L.S. 0.91 1.93
LABOUR
115 Coolie 645 day 0.1 64.5
9999 Indigo gum etc 2.12 L.S. 2.73 5.79
TOTAL 327.3
TOTAL 330.57
TOTAL 377.02
TOTAL 433.57
Cost of 10.00 sqm 437.91
Say 43.8
13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even
13.41.1 shadework
New : (two or more coats) over and including water thinnable priming coat with cement primer
MATERIAL
808 Water thinnable cement primer for interior wall surface, 50 litre 0.7 35
having VOC content less than 50 gms/lit.
9999 Brushes, putty etc 2.12 L.S. 7.15 15.16
9988 Sundries including Carriage 2.12 L.S. 8.06 17.09
802 Acrylic distemper 1st quality , having VOC content 40 Kg 1.5 60
less than 50 grams/ litre 1.5
9999 Brushes, sand paper and putty for filling 2.12 L.S. 11.7 24.8
holes 11.7
LABOUR
131 Painter 714 day 1 714
115 Coolie 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1215.01
TOTAL 1227.16
TOTAL 1399.58
TOTAL 1609.52
Cost of 10.00 sqm 1625.62
Cost of 1.00 sqm 162.56
Say 162.55
13.42 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50
13.42.1 gms/litre,
Two or moreof approved manufacturer,
coats on new work of required shade and colour complete, as per manufacturer's
MATERIAL
802 Acrylic distemper 1st quality , having VOC content less 40 Kg 1.5 60
than 50 grams/ litre
9999 Brushes, sand paper and putty for filling holes 2.12 L.S. 11.57 24.53
LABOUR
131 Painter 714 day 0.4 285.6
114 Beldar 645 day 0.46 296.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 693.29
TOTAL 700.22
TOTAL 798.6
TOTAL 918.39
Cost of 10.00 sqm 927.57
Say 92.75
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall
13.43.1 surfacethinnable
Water : cement primer
MATERIAL
LABOUR
131 Painter 714 day 0.4 285.6
115 Coolie 645 day 0.2 129
9988 Sundries including carriage 2.12 L.S. 8.06 17.09
TOTAL 481.85
TOTAL 486.67
TOTAL 555.05
TOTAL 638.31
Cost of 10.00 sqm 644.69
Say 64.45
13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm)
MATERIAL
851 Water proofing cement paint 38 kg 3.84 145.92
LABOUR
131 Painter 714 day 0.46 328.44
115 Coolie 645 day 0.23 148.35
101 Bhisti 714 day 0.1 71.4
9999 Brushes, sand paper etc 2.12 L.S. 7.15 15.16
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 729.67
TOTAL 736.97
TOTAL 840.51
TOTAL 966.59
Cost of 10.00 sqm 976.26
Say 97.65

13.45.1 New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior
primer applied @ 2.20kg/10 sqm
MATERIAL
8507 Textured exterior paint 280 litre 3.28 918.4
837 Acrylic Exterior Primer 100 litre 2.2 220
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1831.28
TOTAL 1849.59
TOTAL 2109.46
TOTAL 2425.88
Cost of 10.00 sqm 2450.14
Cost of 1.00 sqm 245.01
Say 245
13.46.1 New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior
Code primer applied @ 2.20 kg/10 sqm)
MATERIAL
8505 Acrylic exterior paint 200 litre 1.67 334
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1247.16
TOTAL 1259.63
TOTAL 1436.61
TOTAL 1652.1
Cost of 10.00 sqm 1668.62
Cost of 1.00 sqm 166.86
Say 166.85
13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:
13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior
Code primer applied @ 2.20 kg/10 sqm)
MATERIAL
8506 Premium Acrylic exterior paint 210 litre 1.43 300.3
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1213.46
TOTAL 1225.59
TOTAL 1397.79
TOTAL 1607.46
Cost of 10.00 sqm 1623.53
Cost of 1.00 sqm 162.35
Say 162.35
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per
13.48.1 manufacturers
Two or more coatsspecifications
applied on: walls @ 1.25 ltr/10 sqm over and including one coat of Special primer
Code applied @
Description 0.75 ltr /10 sqm Rate Unit Qty Total
MATERIAL
8504 Multi surface paint 300 litre 1.25 375
8509 Special Primer (C.W.) 160 litre 0.75 120
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1187.88
TOTAL 1199.76
TOTAL 1368.33
TOTAL 1573.58
Cost of 10.00 sqm 1589.32
Cost of 1.00 sqm 158.93
Say 158.95
13.48.2 manufacturers specifications
Painting wood work : Multi Surface Paint of required shade. Two or more coat applied @
with Deluxe
Code 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10
Description Rate sqm of approved
Unit Qtybrand andTotal
MATERIAL
8509 Special Primer (C.W.) 160 litre 0.75 120
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1082.88
TOTAL 1093.71
TOTAL 1247.38
TOTAL 1434.49
Cost of 10.00 sqm 1448.83
Cost of 1.00 sqm 144.88
Say 144.9
13.48.3 manufacturers specifications
Painting Steel work : Multi Surface Paint to give an even shade. Two or more coat applied
with Deluxe
Code @ 0.90 ltr/
Description 10 sqm over an under coat of primer applied @ 0.80
Rateltr/ 10 sqm
Unitof approved
Qty brandTotal
and
MATERIAL
8510 Metal Primer (U.G.) 105 litre 0.8 84
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.3 193.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1046.88
TOTAL 1057.35
TOTAL 1205.91
TOTAL 1386.8
Cost of 10.00 sqm 1400.67
Cost of 1.00 sqm 140.07
Say 140.05
13.48A Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV
13.48A.1 resistance
New work as peror
(Two ISmore
15489:2004, Alkali &
coats applied @fungal resistance,
1.43 litre/ 10 sqm.dirt
Overresistance exterior
and including paint of
priming required
coat of
Code exterior primer
Description applied @ 0.90 litre/10 sqm. Rate Unit Qty Total
Details of cost for 10 sqm (Based on item no 13.47)
Material
836 100% Premium acrylic dirt resistance, Silicone additives 270 litre 1.43 386.1
exterior paint
Labour
131 Painter 714 day 0.45 321.3
101 Bhisti 714 day 0.45 321.3
9999 Brushes, sand paper etc. 2.12 L.S. 7.15 15.16
9999 Sundries 2.12 L.S. 8.06 17.09
Total 1154.26
TOTAL 1165.8
TOTAL 1329.59
TOTAL 1529.03
Say 154.45

13.50.1 With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and
Code soft wood)
MATERIAL
806 Ready mixed pink or grey primer on wood work (hard 105 litre 0.75 78.75
and soft wood) having VOC content less than 50 grams/
litre
9999 Putty 2.12 L.S. 2.73 5.79
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.25 178.5
115 Coolie 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 10.79 22.87
TOTAL 459.29
TOTAL 463.88
TOTAL 529.06
TOTAL 608.42
Cost of 10.00 sqm 614.5
Say 61.45

13.50.2 With ready mixed aluminium primer of approved brand and manufacture on resinous wood and
Code plywood
MATERIAL
4201 Aluminium primer 120 litre 0.75 90
9999 Putty 2.12 L.S. 2.73 5.79
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.25 178.5
115 Coolie 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 10.79 22.87
TOTAL 470.54
TOTAL 475.25
TOTAL 542.02
TOTAL 623.32
Cost of 10.00 sqm 629.55
Say 62.95
13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel
Code galvanised iron/ steel works
MATERIAL
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.24 171.36
115 Coolie 645 day 0.24 154.8
9999 Brushes,sand paper including sundries 2.12 L.S. 10.79 22.87
TOTAL 414.93
TOTAL 419.08
TOTAL 477.96
TOTAL 549.65
Cost of 10.00 sqm 555.15
Say 55.5

13.50.3A With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel
Code galvanised iron/ steel works
MATERIAL
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.24 171.36
115 Coolie 645 day 0.24 154.8
9999 Brushes,sand paper including sundries 2.12 L.S. 10.79 22.87
TOTAL 414.93
Cost of 10.00 sqm 414.93
Say 41.5

13.50.4 With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work
Code (second coat)
MATERIAL
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.12 85.68
115 Coolie 645 day 0.12 77.4
9999 Brushes,sand paper including 2.12 L.S. 7.15 15.16
TOTAL 222.27
TOTAL 224.49
TOTAL 256.03
TOTAL 294.43
Cost of 10.00 sqm 297.37
Say 29.75
13.51 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and
13.51.1 manufacture
One coat on wet or patchy portion of plastered surfaces :
MATERIAL
801 Silicon and acrylic emulsion 120 litre 1.8 216
9999 Putty etc 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.27 192.78
115 Coolie 645 day 0.27 174.15
9999 Sundries 2.12 L.S. 10.79 22.87
TOTAL 623.99
TOTAL 630.23
TOTAL 718.78
TOTAL 826.6
Cost of 10.00 sqm 834.87
Say 83.5
13.51 Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and
13.51.2 manufacture
Two coats on wet or patchy portion of plastered surfaces :
MATERIAL
801 Silicon and acrylic emulsion 120 litre 2.88 345.6
9999 Putty etc 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.43 307.02
115 Coolie 645 day 0.43 277.35
9999 Sundries 2.12 L.S. 17.26 36.59
TOTAL 991.53
TOTAL 1001.45
TOTAL 1142.15
TOTAL 1313.47
Cost of 10.00 sqm 1326.6
Cost of 1.00 sqm 132.66
Say 132.65
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
13.52.1 manufacturer's
On steel work specifications including appropriate priming coat, preparation of surface, etc.
PRIMING COAT
MATERIAL
4202 Red oxide Zinc chromate primer 120 litre 0.75 90
9999 Putty 2.12 L.S. 2.73 5.79
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.25 178.5
115 Coolie 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 10.66 22.6
EPOXY PAINTING
MATERIAL
7239 Epoxy paint 215 litre 1.25 268.75
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Putty, brushes, sand paper etc 2.12 L.S. 6.76 14.33
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1507.61
TOTAL 1522.69
TOTAL 1736.63
TOTAL 1997.12
Cost of 10.00 sqm 2017.09
Cost of 1.00 sqm 201.71
Say 201.7
13.52 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per
13.52.2 manufacturer's
On concrete work specifications including appropriate priming coat, preparation of surface, etc.
PRIMING COAT
MATERIAL
having VOC content less than 50 grams/ litre
9999 Putty 2.12 L.S. 13.52 28.66

9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.25 178.5
115 Coolie 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 8.06 17.09
EPOXY PAINTING
MATERIAL
7239 Epoxy paint 215 litre 1.21 260.15
9999 Materials for filling in holes and cracks 2.12 L.S. 6.76 14.33
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 1482.96
TOTAL 1497.79
TOTAL 1708.23
TOTAL 1964.46
Cost of 10.00 sqm 1984.1
Cost of 1.00 sqm 198.41
Say 198.4
13.53 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required
13.53.1 colour
New workto give
(twoanoreven
moreshade : including a coat of approved steel primer but excluding a coat of
coats)
Code mordant solution
PRIMING COAT
MATERIAL
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.12 85.68
114 Beldar 645 day 0.12 77.4
Synthetic enamel painting
MATERIAL
834 Synthetic enamel paint in all shades except black or 165 litre 0.8 132
chocolate shade
9977 Carriage 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1122.58
TOTAL 1133.81
TOTAL 1293.11
TOTAL 1487.08
Cost of 10.00 sqm 1501.95
Say 150.2

13.54.1 With a solution of 38 gms of copper acetate in a litre of soft water
MATERIAL
4203 Copper acetate 300 kg 0.038 11.4
9999 Soft Water 2.12 L.S. 1.82 3.86
9977 Carriage 2.12 L.S. 0.91 1.93
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 984.73
TOTAL 994.58
TOTAL 1134.32
TOTAL 1304.47
Say 52.7

13.54.2 With a solution made of 13 gms of hydrochloric acid in a solution of 13 gms each of copper chloride,
Code copper nitrate and ammonium chloride dissolved in a litre ofRate
Description soft water Unit Qty Total
MATERIAL
4204 Hydrochloric acid 35 kg 0.013 0.46
4205 Copper chloride 300 kg 0.013 3.9
4206 Copper nitrate 210 kg 0.013 2.73
4207 Ammonium chloride 22 kg 0.013 0.29
9999 Soft Water 2.12 L.S. 1.82 3.86
9977 Carriage 2.12 L.S. 0.91 1.93
LABOUR
131 Painter 714 day 0.6 428.4
115 Coolie 645 day 0.6 387
9999 Sundries 2.12 L.S. 35.88 76.07
TOTAL 980.71
TOTAL 990.52
TOTAL 1129.69
TOTAL 1299.14
Say 52.5
13.55 Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with black
13.55.1 anticorrosive
100 mm diameterbitumastic
pipes paint of approved brand and manufacture, over and including a priming of
Detail of cost for 30 mtrs
Area=22/7 x106.4mm x30m =10.032sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.24 171.36
115 Coolie 645 day 0.24 154.8
MATERIAL
828 Anticorrosive bituminous paint (black) 100 litre 0.95 95
9977 Carriage 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Putty, sand paper etc 2.12 L.S. 5.33 11.3
9999 Sundries 2.12 L.S. 8.06 17.09
9999 Wire brushes for cleaning 2.12 L.S. 5.33 11.3
9999 Extra for delays 2.12 L.S. 61.1 129.53
TOTAL 1416.04
TOTAL 1430.2
TOTAL 1631.14
TOTAL 1875.81
Cost of 30.00 mtrs 1894.57
Say 63.15
13.55 Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with black
pipes paint of approved brand and manufacture, over and including a priming of
Area=22/7 x0.1572 m x30m =14.82sqm
MATERIAL
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9977 Carriage 2.12 L.S. 0.91 1.93
MATERIAL
9977 Carriage 2.12 L.S. 2.08 4.41
LABOUR
131 Painter 714 day 0.8 571.2
115 Coolie 645 day 0.8 516
9999 Sundries 2.12 L.S. 11.96 25.36
TOTAL 2110.82
TOTAL 2131.93
TOTAL 2431.47
TOTAL 2796.19
Cost of 30.00 mtrs 2824.15
Say 94.15
13.56 Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with synthetic
13.56.1 enamel
100 mmpaint of approved
diameter pipes brand and manufacture and required colour over a priming coat of
Area=22/7x0.1064m x30m =10.032sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.24 171.36
115 Coolie 645 day 0.24 154.8
9999 Sundries 2.12 L.S. 10.79 22.87
MATERIAL
833 Synthetic enamel paint in black or chocolate shade 175 litre 1.16 203
9977 Carriage 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 1546.64
TOTAL 1562.11
TOTAL 1781.59
TOTAL 2048.83
Cost of 30.00 mtrs 2069.32
Say 69
13.56 Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with synthetic
13.56.2 enamel
diameter pipes brand and manufacture and required colour over a priming coat of
Area=22/7 x157.2mm x30m =14.82sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.65 1.38
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 15.99 33.9
MATERIAL
9977 Carriage 2.12 L.S. 2.08 4.41
LABOUR
131 Painter 714 day 0.8 571.2
115 Coolie 645 day 0.8 516
9999 Sundries 2.12 L.S. 10.01 21.22
TOTAL 2303.89
TOTAL 2326.93
TOTAL 2653.86
TOTAL 3051.94
Cost of 30.00 mtrs 3082.46
Say 102.75
13.57 Painting with oil type wood preservative of approved brand and manufacture :
13.57.1 New work (two or more coats)
MATERIAL
859 Oil type wood preservative 130 litre 1 130
LABOUR
131 Painter 714 day 0.15 107.1
115 Coolie 645 day 0.15 96.75
9999 Brushes etc 2.12 L.S. 4.16 8.82
9999 Sundries 2.12 L.S. 3.9 8.27
TOTAL 352.04
TOTAL 355.56
TOTAL 405.52
TOTAL 466.35
Cost of 10.00 sqm 471.01
Say 47.1
13.58 Providing and applying two coats of fire retardant paint on cleaned wood / ply surface @ 3.5 sqm per
Code litre per coat including preparation of base surface as per recommendations
Description Rate Unit of manufacturer
Qty to make
Total
MATERIAL
7240 Fire retardant paint 240 litre 5.7 1368
LABOUR
131 Painter 714 day 0.54 385.56
114 Beldar 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 2136.31
TOTAL 2157.67
TOTAL 2460.82
TOTAL 2829.94
Cost of 10.00 sqm 2858.24
Cost of 1.00 sqm 285.82
Say 285.8
13.59 Coal tarring two coats on new work using 0.16 Litre and 0.12 litre coal tar per sqm in the first coat and
Code second coat respectively.
MATERIAL
9999 Lime 2.12 L.S. 1.43 3.03
324 Coal Tar 30 litre 2.8 84
771 Kerosene oil 50 litre 0.5 25
LABOUR
114 Beldar 645 day 0.43 277.35
9999 Brushes etc 2.12 L.S. 5.33 11.3
9999 Sundries 2.12 L.S. 5.33 11.3
TOTAL 415.01
TOTAL 419.16
TOTAL 478.05
TOTAL 549.76
Cost of 10.00 sqm 555.26
Say 55.55
13.6 Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade :
13.60.1 Two or more coats on new work
MATERIAL
804 Premium plastic acrylic emulsion of interior grade, 200 litre 1.21 242
9999 For filling holes and cracks with putty etc 2.12 L.S. 6.76 14.33
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 1030.42
TOTAL 1040.72
TOTAL 1186.94
TOTAL 1364.98
Cost of 10.00 sqm 1378.63
Cost of 1.00 sqm 137.86
Say 137.85
13.61 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
13.61.1 Two or more coats on new work
MATERIAL
9977 Carriage 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 982.61
TOTAL 992.44
TOTAL 1131.88
TOTAL 1301.66
Cost of 10.00 sqm 1314.68
Cost of 1.00 sqm 131.47
Say 131.45
13.62 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give
13.62.1 an
Two even shadecoats
or more : on new work over an under coat of suitable shade with ordinary paint of approved
Code brand and
Description manufacture Rate Unit Qty Total
MATERIAL
and soft wood) having VOC content less than 50 grams/
litre
9999 Putty 2.12 L.S. 2.73 5.79
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.25 178.5
115 Coolie 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 10.79 22.87
MATERIAL
9977 Carriage of paint and material 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1430.6
TOTAL 1444.91
TOTAL 1647.92
TOTAL 1895.11
Cost of 10.00 sqm 1914.06
Cost of 1.00 sqm 191.41
Say 191.4
13.63 Painting with aluminium paint of approved brand and manufacture to give an even shade .
13.63.1 Two or more coats on new work 121.45
MATERIAL
826 Aluminium paint 150 litre 0.8 120
9999 Putty etc 2.12 L.S. 5.33 11.3
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 11.96 25.36
TOTAL 907.88
TOTAL 916.96
TOTAL 1045.79
TOTAL 1202.66
Cost of 10.00 sqm 1214.69
Cost of 1.00 sqm 121.47
Say 121.45
13.64 Painting with acid proof paint of approved brand and manufacture of required colour to give an even
13.64.1 shadeor: more coats on new work
Two
MATERIAL
827 Acid proof paint (chocolate or black) 225 litre 1.16 261
9999 Putty etc 2.12 L.S. 5.33 11.3
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1040.61
TOTAL 1051.02
TOTAL 1198.69
TOTAL 1378.49
Cost of 10.00 sqm 1392.27
Cost of 1.00 sqm 139.23
Say 139.25
13.65 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an
13.65.1 evenor
Two shade
more: coats on new work
MATERIAL
9977 Carriage 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 860.28
TOTAL 868.88
TOTAL 990.96
TOTAL 1139.6
Cost of 10.00 sqm 1151
Say 115.1

13.67.1 Two or more coats of glue sizing with copal varnish over an under coat of flatting varnish
MATERIAL
856 Ordinary varnish 100 litre 0.7 70
763 Glue 75 kg 0.07 5.25
857 Superior copal varnish 115 litre 1.16 133.4
9977 Carriage 2.12 L.S. 1.43 3.03
9999 Putty for repair to holes etc 2.12 L.S. 5.33 11.3
LABOUR
131 Painter 714 day 0.9 642.6
(0.36+0.54=0.90)
115 Coolie 645 day 0.9 580.5
(0.36+0.54=0.90)
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 1475.57
TOTAL 1490.33
TOTAL 1699.72
TOTAL 1954.68
Cost of 10.00 sqm 1974.23
Cost of 1.00 sqm 197.42
Say 197.4

13.67.2 Two or more coats glue sizing with spar varnish or an under coat of flatting varnish
MATERIAL
763 Glue 75 kg 0.07 5.25
858 Superior spar varnish 115 litre 1.26 144.9
9977 Carriage 2.12 L.S. 1.43 3.03
9999 Repair etc 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.9 642.6
(0.36+0.54=0.90)
115 Coolie 645 day 0.9 580.5
(0.36+0.54=0.90)
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 1481.56
TOTAL 1496.38
TOTAL 1706.62
TOTAL 1962.61
Cost of 10.00 sqm 1982.24
Cost of 1.00 sqm 198.22
Say 198.2

13.68.1 Two or more coats on new works including a coat of wood filler
MATERIAL
1000 Spirit 48 litre 1.63 78.24
9999 Pigment 2.12 L.S. 7.15 15.16
999 Shellac 300 kg 0.24 72
9999 White woolen cloth, putty 2.12 L.S. 16.12 34.17
9999 Sand paper cotton etc 2.12 L.S. 13.39 28.39
9999 Lineseed oil 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 3.5 2499
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 2752.87
TOTAL 2780.4
TOTAL 3171.05
TOTAL 3646.71
Cost of 10.00 sqm 3683.18
Cost of 1.00 sqm 368.32
Say 368.3
13.69 Polishing on wood work with ready mixed wax polish of approved brand and manufacture :
13.69.1 New work
MATERIAL
855 Wax polish (ready made) 230 kg 0.5 115
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.8 571.2
115 Coolie 645 day 0.8 516
9999 Soap, brushes, cloth etc 2.12 L.S. 4.16 8.82
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 1227.01
TOTAL 1239.28
TOTAL 1413.4
TOTAL 1625.41
Cost of 10.00 sqm 1641.66
Cost of 1.00 sqm 164.17
Say 164.15
13.7 Floor polishing on masonry or concrete floors with wax polish of approved brand and manufacture.
MATERIAL
855 Wax polish (ready made) 230 kg 0.1 23
LABOUR
131 Painter 714 day 0.4 285.6
115 Coolie 645 day 0.4 258
9999 Acetic acid soap, cloth etc 2.12 L.S. 5.33 11.3
9988 Sundries including Carriage 2.12 L.S. 8.06 17.09
TOTAL 594.99
TOTAL 600.94
TOTAL 685.37
TOTAL 788.18
Cost of 10.00 sqm 796.06
Say 79.6
13.71 Lettering with black Japan paint of approved brand and manufacture
Detail of cost for 100 letters of 15 cm height
MATERIAL
829 Black Japan paint 90 litre 0.56 50.4
9977 Carriage 2.12 L.S. 0.91 1.93
LABOUR
131 Painter 714 day 6 4284
115 Coolie 645 day 2 1290
9999 Painting brushes, turpentine, stencil etc 2.12 L.S. 13.39 28.39
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 5671.81
TOTAL 5728.53
TOTAL 6533.39
TOTAL 7513.4
Cost of 100 letters of 15 cm height 7588.53
Say 5.05
13.72 Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers,
Code under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand
Description Rate), furrowing
Unit the under
Qty layer with
Total
MATERIAL
Under layer 12 mm cement plaster with Cement mortar
1 : 4 (1 cement : 4 coarse sand)
LABOUR
114 Beldar 645 day 0.75 483.75
101 Bhisti 714 day 0.92 656.88
9999 Scaffolding 2.12 L.S. 8.97 19.02
Applying cement slurry
114 Beldar 645 day 0.25 161.25
Top layer 15 mm thick stone chipping plaster Quantity
required = 0.172 cum including wastage Preparation of
cement concrete mix 1:1/2:2 (1 cement : 1/2 coarse
sand : 2 stone chipping 10 mm nominal size)
2911 Stone chippings/ screenings 10/ 11.2 mm nominal size 1200 cum 0.14 168

114 Beldar 645 day 0.1 64.5
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 2.08 4.41
LABOUR
114 Beldar 645 day 1.75 1128.75
101 Bhisti 714 day 0.3 214.2
9999 Scaffolding 2.12 L.S. 24.44 51.81
Labour for washing
115 Coolie 645 day 0.5 322.5
9999 Sundries soft brushes etc 2.12 L.S. 25.22 53.47
TOTAL 7365.3
TOTAL 7438.95
TOTAL 8484.12
TOTAL 9756.74
Cost of 10.00 sqm 9854.31
Cost of 1.00 sqm 985.43
Say 985.45
13.73 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern
13.73.1 using
15 mmwooden
wide andbattens,
15 mmnailed
deep to the under layer, including removal of wooden battens, repair to the
groove
Second class kail wood in plank 30 x0.015 x0.015m
=6.75cudm
Wastage @ 10% = 0.68
Total = 7.43 cudm
Assuming that the battens shall become unserviceable
after using 5 times
Cost for using / 5 = 1.48 cudm
MATERIAL
1198 Second class kail wood in planks 260 10 cudm 0.148 38.48
9977 Carriage of wood 2.12 L.S. 0.39 0.83

Labour for making battens
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 2.86 6.06
Labour for nailing the battens to under layer and
finishing and repairing grooves
114 Beldar 645 day 0.7 451.5
9999 Nails and cement mortar 2.12 L.S. 71.76 152.13
TOTAL 1401.65
TOTAL 1415.67
TOTAL 1614.57
TOTAL 1856.76
Cost of 30.00 mtrs 1875.33
Say 62.5
13.73 Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern
13.73.2 using
20 mmwooden
wide andbattens,
15 mmnailed
deep to the under layer, including removal of wooden battens, repair to the
groove
Second class kail wood in plank 30 x0.02 x0.015m
=9.00 cudm
Wastage @ 10% = 0.90
Total = 9.90 cudm
Assuming that the battens shall become unserviceable
after using 5 times
Cost for using / 5 = 1.98 cudm
MATERIAL
1198 Second class kail wood in planks 260 10 cudm 0.198 51.48
9977 Carriage of wood 2.12 L.S. 0.52 1.1

Labour for making battens
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 2.86 6.06
Labour for nailing the battens to under layer and
finishing and repairing grooves
114 Beldar 645 day 0.7 451.5
TOTAL 1414.92
TOTAL 1429.07
TOTAL 1629.85
TOTAL 1874.33
Cost of 30.00 mtrs 1893.07
Say 63.1
13.74 Extra for washed grit plaster on exterior walls of height more than 10 m from ground level for every
Code additional height of 3 m or part thereof.
MATERIAL
9999 Scaffolding 2.12 L.S. 215.28 456.39
114 Beldar 645 day 0.3 193.5
101 Bhisti 714 day 0.15 107.1
9999 Sundries 2.12 L.S. 28.6 60.63
TOTAL 1052.82
TOTAL 1063.35
TOTAL 1212.75
TOTAL 1394.66
Cost of 10.00 sqm 1408.61
Cost of 1.00 sqm 140.86
Say 140.85
13.75 Extra for washed stone grit plaster on circular work not exceeding 6 m in radius (in two coats).
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 53.82 114.1
TOTAL 828.6
TOTAL 836.89
TOTAL 954.47
TOTAL 1097.64
Cost of 10.00 sqm 1108.62
Cost of 1.00 sqm 110.86
Say 110.85
13.76 Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone
Code grit plastered surface as per approved pattern, including providing
Description Rate and fixing
Unit aluminum
Qty channels
Totalof
Aluminium channel section 15 x 15 x 2 mm (weight
0.221 kg/mtr)
Qty = 30 + 5% wastage = 31.5 m @ 0.221
kg/m = 6.96 kg.
7306 Aluminium T or L sections 190 kg 6.96 1322.4
9977 Carriage 2.12 L.S. 38.98 82.64
Labour for fixing
114 Beldar 645 day 0.15 96.75
9999 Sundries 2.12 L.S. 2.86 6.06
TOTAL 1988.42
TOTAL 2008.3
TOTAL 2290.47
TOTAL 2634.04
Cost of 30.00 mtrs 2660.38
Say 88.7
13.77 Extra for using white cement in place of ordinary cement in the top layer of the item of washed stone
Code grit plaster.
MATERIAL
Add for
Deduct for ordinary cement
367 Portland Cement (OPC-43 grade) 5000 tonne -0.1 -500
TOTAL 620
TOTAL 626.2
TOTAL 714.18
TOTAL 821.31
Cost of 10.00 sqm 829.52
Say 82.95
13.78 Providing and applying 12 mm thick (average) premixed formulated one coat gypsum lightweight
Code plaster having additives and light weight aggregates as vermiculite/
Description Rate perlite
Unitrespectively
Qty conforming
Total to
MATERIAL
Premixed super white gypsum plaster @ 16.14kg /sqm =
61.40 + 5% wastage = 161.40+8.07= 169.47 kg
868 Premixed super white gypsum plaster. 6 kg 169.47 1016.82

LABOUR
115 Coolie 645 day 1.2 774
TOTAL 2716.35
TOTAL 2743.51
TOTAL 3128.97
TOTAL 3598.32
Cost of 10.00 sqm 3634.3
Cost of 1.00 sqm 363.43
Say 363.45
13.79 Extra for addition of synthetic Polyester triangular fibre of length 6 mm, effective diameter 10-40
Code microns and specific gravity of 1.34 to 1.40 in cement plaster/mortar
Description Rate by Unit
using 125 Qty
gms. of synthetic
Total
Detail of cost for per bag of 50 kg of cement used in
mortar
MATERIAL
8733 Synthetic ployster triangular fibre of length 6 mm, 410 kg 0.125 51.25
effective diameter 10-40 microns and specific gravity of
1.34 to 1.40 including labour for mixing
TOTAL 51.25
TOTAL 51.76
TOTAL 59.03
TOTAL 67.88
Cost per bag of cement 68.56
Say 68.55
13.8 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and
Code manufacturer, over the plastered wall surface to prepare theRate
Description surface even
Unitand smooth
Qty complete.
Total
MATERIAL
824 Cement base wall care putty 13 kg 14.58 189.54
10x0.001x1429 = 14.29kg
Add 2% wastage= 0.29kg
Total = 14.58kg Say 14.58 kg
9977 Carriage 2.12 L.S. 3.9 8.27
LABOUR
114 Beldar 645 day 0.45 290.25
9999 Scaffolding and sundries 2.12 L.S. 40 84.8
TOTAL 925.66
TOTAL 934.92
TOTAL 1066.28
TOTAL 1226.22
Cost of 10.00 sqm 1238.48
Cost of 1.00 sqm 123.85
Say 123.85
13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content
13.81.1 less than
One coat 50 grams/ litre, of approved brand and manufacture, including applying additional coats
MATERIAL
802 Acrylic distemper 1st quality , having VOC content less 40 Kg 0.62 24.8
than 50 gm/kg
9999 Brushes, putty etc. 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.33 235.62
115 Coolie 645 day 0.17 109.65
TOTAL 409.2
TOTAL 413.29
TOTAL 471.36
TOTAL 542.06
Cost of 10.00 sqm 547.48
Say 54.75
13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content
13.81.2 less than
Two coats50 grams/ litre, of approved brand and manufacture, including applying additional coats
MATERIAL
802 Acrylic distemper 1st quality, having VOC content less 40 Kg 0.99 39.6
than 50 gm/kg
LABOUR
131 Painter 714 day 0.4 285.6
115 Coolie 645 day 0.46 296.7
TOTAL 672.89
TOTAL 679.62
TOTAL 775.11
TOTAL 891.38
Cost of 10.00 sqm 900.29
Say 90.05
13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than
13.82.1 50 grams/
One coat litre, of approved brand and manufacture, including applying additional coats wherever
MATERIAL
803 Acrylic emulsion , having VOC content less than 50 gm/ltr 94 litre 0.53 49.82
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 582.88
TOTAL 588.71
TOTAL 671.42
TOTAL 772.13
Cost of 10.00 sqm 779.85
Say 78
13.82 Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than
13.82.2 50 grams/
Two coats litre, of approved brand and manufacture, including applying additional coats wherever
MATERIAL
803 Acrylic emulsion , having VOC content less than 50 gm/ltr 94 litre 0.84 78.96
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 867.38
TOTAL 876.05
TOTAL 999.14
TOTAL 1149.01
Cost of 10.00 sqm 1160.5
Cost of 1.00 sqm 116.05
Say 116.05
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic
13.83.1 Compound
One coat ) content less than 50 grams/ litre of approved brand and manufacture, including applying
MATERIAL
804 Premium acrylic emulsion of interior grade, having VOC 200 litre 0.38 76
content less than 50 gm/ltr.
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 599.69
TOTAL 605.69
TOTAL 690.79
TOTAL 794.41
Cost of 10.00 sqm 802.35
Say 80.25
13.83 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic
13.83.2 Compound
Two coats ) content less than 50 grams/ litre of approved brand and manufacture, including applying
MATERIAL
804 Premium acrylic emulsion of interior grade, having VOC 200 litre 0.6 120
content less than 50 gm/ltr.
LABOUR
131 Painter 714 day 0.54 385.56
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 908.42
TOTAL 917.5
TOTAL 1046.41
TOTAL 1203.37
Cost of 10.00 sqm 1215.4
Cost of 1.00 sqm 121.54
Say 121.55
13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile
13.85.1 Organic
With Compound
ready mixed pink) content.
or grey primer on wood work (hard and soft wood) having VOC content less
Code than 50 grams/
Description litre Rate Unit Qty Total
MATERIAL
and soft wood) having VOC content less than 50 gms/lit.
9999 Putty 2.12 L.S. 2.73 5.79

LABOUR
131 Painter 714 day 0.25 178.5
115 Coolie 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 10.79 22.87
TOTAL 459.29
TOTAL 463.88
TOTAL 529.06
TOTAL 608.42
Cost of 10.00 sqm 614.5
Say 61.45
13.85 Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile
13.85.3 Organic
With Compound
water thinnable) content.
cement primer on wall surface having VOC content less than 50 grams/litre
MATERIAL
LABOUR
131 Painter 714 day 0.4 285.6
115 Coolie 645 day 0.2 129
TOTAL 481.85
TOTAL 486.67
TOTAL 555.05
TOTAL 638.31
Cost of 10.00 sqm 644.69
Say 64.45
13.86 6 mm plaster on cement concrete or reinforced cement concrete work with white cement based
Code polymer modified self curing mortar of approved make as perRate
Description the direction
Unitof Engineer-In-Charge.
Qty Total
MATERIAL
772 White cement based polymer modified self curing 15 kg 46 690
compound in powder form
i/c 2% wastage
9977 Carriage of white cement based polymer modified self 2.12 L.S. 7.8 16.54
curing compound in powder form
LABOUR
115 Coolie 645 day 0.75 483.75
9999 Extra for removing burrs, cleaning with wire brushes and 2.12 L.S. 13.39 28.39
pock making with pointed tools etc.
9999 Scaffolding and sunderies 2.12 L.S. 11.7 24.8
TOTAL 1625.47
TOTAL 1641.72
TOTAL 1872.38
TOTAL 2153.24
Say 217.5

13.87.1 Old work (two or more coats)
MATERIAL
LABOUR
115 Coolie 645 day 0.06 38.7
9999 Indigo gum etc 2.12 L.S. 2.73 5.79
TOTAL 141.92
TOTAL 143.34
TOTAL 163.48
TOTAL 188
Cost of 10.00 sqm 189.88
Say 19

13.87.2 Old work (one or more coats)
MATERIAL
LABOUR
115 Coolie 645 day 0.03 19.35
9999 Indigo gum etc 2.12 L.S. 2.08 4.41
TOTAL 86.63
TOTAL 87.5
TOTAL 99.79
TOTAL 114.76
Cost of 10.00 sqm 115.91
Say 11.6
13.88 Removing white or colour wash by scrapping and sand papering and preparing the surface smooth
Code including necessary repairs to scratches etc. complete
LABOUR
114 Beldar 645 day 0.09 58.05
115 Coolie 645 day 0.04 25.8
101 Bhisti 714 day 0.04 28.56
9999 Sundries such as sand paper and scrapper 2.12 L.S. 2.73 5.79
9999 Repair to scraches 2.12 L.S. 1.82 3.86
TOTAL 122.06
TOTAL 123.28
TOTAL 140.6
TOTAL 161.69
Say 16.35
13.9 Distempering with 1st quality acrylic distember (Ready mix) having VOC content less than 50 grams/
13.90.1 litrework
Old of approved brandcoats)
(one or more and manufacture to give an even shade :
MATERIAL
802 Acrylic distemper 1st quality , having VOC content less 40 Kg 1 40
LABOUR
131 Painter 714 day 0.33 235.62
115 Coolie 645 day 0.17 109.65
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 424.4
TOTAL 428.64
TOTAL 488.86
TOTAL 562.19
Say 56.8
13.91 Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand
Code papering and preparing the surface smooth including necessary
Description Raterepairs to scratches
Unit etc. complete.
Qty Total
LABOUR
114 Beldar 645 day 0.11 70.95
115 Coolie 645 day 0.05 32.25
101 Bhisti 714 day 0.05 35.7
9999 Scrapper, sand paper etc. 2.12 L.S. 6.24 13.23
9999 Sundries including mortar to repair the 2.12 L.S. 1.82 3.86
surface 1.82
TOTAL 155.99
TOTAL 157.55
TOTAL 179.69
TOTAL 206.64
Say 20.85
13.92 Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required
13.92.1 colour
Old workto give
(oneanor even
moreshade
coats):
MATERIAL
845 Roofing paint for iron sheets in red colour 120 litre 0.46 55.2
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Putty, brushes sand paper etc. 2.12 L.S. 6.76 14.33
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 576.96
TOTAL 582.73
TOTAL 664.6
TOTAL 764.29
Say 77.2
13.93 Painting (two or more coats) on rain water, soil, waste and vent pipes and fittings with black
75 mm diameter bitumastic
pipes paint of approved brand and manufacture over and including a priming coat
Area=22/7 x0.0814m x30m =7.67 sqm
MATERIAL
9977 Carraige 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.18 128.52
115 Coolie 645 day 0.18 116.1
MATERIAL
9977 Carraige 2.12 L.S. 1.04 2.2
LABOUR
131 Painter 714 day 0.41 292.74
115 Coolie 645 day 0.41 264.45
9999 Sundries 2.12 L.S. 6.24 13.23
TOTAL 1061.26
TOTAL 1071.87
TOTAL 1222.47
TOTAL 1405.84
Say 47.35
13.94 Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with black
75 mm diameter bitumastic
pipes paint of approved brand and manufacture on old work :
Area=22/7 x0.0814m x30m =7.67 sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.27 192.78
115 Coolie 645 day 0.27 174.15
9999 Sundries 2.12 L.S. 6.24 13.23
TOTAL 499.23
TOTAL 504.22
TOTAL 575.06
TOTAL 661.32
Say 22.25
Area = 22/7x106.4 mmx30 m = 10.032 sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Putty, sand paper brushes etc. 2.12 L.S. 5.33 11.3
9999 Sundries 2.12 L.S. 8.06 17.09
9999 Extra for delay 2.12 L.S. 34.06 72.21
TOTAL 659.24
TOTAL 665.83
TOTAL 759.38
TOTAL 873.29
Say 29.4
Area = 22/7x157.2 mmx30 m = 14.82 sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.65 1.38
LABOUR
131 Painter 714 day 0.53 378.42
115 Coolie 645 day 0.53 341.85
9999 Sundries 2.12 L.S. 11.96 25.36
TOTAL 949.68
TOTAL 959.18
TOTAL 1093.94
TOTAL 1258.03
Say 42.35
13.95 Painting (two or more coats) on rain water, soil waste and vent pipes and fittings with aluminium
13.95.1 paint
75 mmofdiameter
approvedpipes
brand and manufacture over a priming coat of ready mixed zinc chromate yellow
Area=22/7 x0.0814m x30m =7.67 sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.18 128.52
115 Coolie 645 day 0.18 116.1
9999 Sundries 2.12 L.S. 8.19 17.36
MATERIAL
826 Aluminium paint 150 litre 0.61 91.5
9977 Carriage 2.12 L.S. 1.04 2.2
LABOUR
131 Painter 714 day 0.41 292.74
115 Coolie 645 day 0.41 264.45
9999 Sundries 2.12 L.S. 5.2 11.02
TOTAL 1097.11
TOTAL 1108.08
TOTAL 1263.77
TOTAL 1453.34
Say 48.95
13.95.2 paintmm
100 of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow
diameter pipes
Area=22/7 x106.4x30m =10.032sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.24 171.36
0.18 x 10.032 / 7.67 = 0.24
115 Coolie 645 day 0.24 154.8
9999 Sundries 2.12 L.S. 10.79 22.87
MATERIAL
0.61 x 10.032 / 7.67 = 0.80
9977 Carriage 2.12 L.S. 1.43 3.03
LABOUR
131 Painter 714 day 0.54 385.56
0.41 x 10.032 / 7.67 = 0.54
115 Coolie 645 day 0.54 348.3
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 1517.64
TOTAL 1532.82
TOTAL 1748.18
TOTAL 2010.41
Say 67.7
13.95.3 paintmm
150 of approved brand and manufacture over a priming coat of ready mixed zinc chromate yellow
diameter pipes
Area=22/7 x157.12x30m =14.82 sqm
MATERIAL
9977 Carriage 2.12 L.S. 0.65 1.38
LABOUR
131 Painter 714 day 0.36 257.04
0.18 x 14.82 / 7.67 = 0.36
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 15.99 33.9
MATERIAL
0.61 x 14.82 / 7.67 = 1.72
9977 Carriage 2.12 L.S. 2.08 4.41
LABOUR
131 Painter 714 day 0.8 571.2
0.41 x 14.82 / 7.67 = 0.80
115 Coolie 645 day 0.8 516
9999 Sundries 2.12 L.S. 10.01 21.22
TOTAL 2260.89
TOTAL 2283.5
TOTAL 2604.33
TOTAL 2994.98
Say 100.85
13.96 Painting (one or more coats) on rain water, soil waste and vent pipes and fittings with synthetic
13.96.1 enamel
75 paint of approved
mm diameter pipes brand and manufacture and required colour on old work :
Area = 22/7x0.0814 mmx30 m = 7.67 sqm
MATERIAL
826 Aluminium paint 150 litre 0.35 52.5
9999 Putty, sand paper etc. 2.12 L.S. 0.39 0.83
9977 Carriage 2.12 L.S. 2.08 4.41
LABOUR
131 Painter 714 day 0.28 199.92
115 Coolie 645 day 0.28 180.6
9999 Sundries 2.12 L.S. 6.24 13.23
TOTAL 526.73
TOTAL 532
TOTAL 606.75
TOTAL 697.76
Say 23.5
13.96.2 enamel
diameter pipes brand and manufacture and required colour on old work :
Area = 22/7x106.4 mmx30 m = 10.032 sqm
MATERIAL
9977 Carriage 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 677.03
TOTAL 683.8
TOTAL 779.87
TOTAL 896.85
Say 30.2
13.96.3 enamel
diameter pipes brand and manufacture and required colour on old work :
Area = 22/7x157.2 mmx30 m = 14.82 sqm
MATERIAL
9977 Carriage 2.12 L.S. 3.9 8.27
LABOUR
131 Painter 714 day 0.53 378.42
115 Coolie 645 day 0.53 341.85
9999 Sundries 2.12 L.S. 11.96 25.36
TOTAL 974.69
TOTAL 984.44
TOTAL 1122.75
TOTAL 1291.16
Say 43.45
13.97 Painting with oil type wood preservative of approved brand and manufacture:
13.97.1 Old work (one or more coats)
MATERIAL
859 Oil type wood preservative 130 litre 0.81 105.3
LABOUR
131 Painter 714 day 0.11 78.54
115 Coolie 645 day 0.11 70.95
9999 Brushes etc 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 267.47
TOTAL 270.14
TOTAL 308.09
TOTAL 354.3
Cost of 10.00 sqm 357.84
Say 35.8
13.98 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:
MATERIAL
804 Premium plastic acrylic emulsion of interior grade, 200 litre 0.73 146
9999 Material for filling holes and cracks (putty etc.) 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 6.76 14.33
TOTAL 679.06
TOTAL 685.85
TOTAL 782.21
TOTAL 899.54
Cost of 10.00 sqm 908.54
Say 90.85
13.99 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give
13.99.1 an even
One shadecoats
or more : on old work
MATERIAL
833 Synthetic enamel paint in black or chocolate shade 175 litre 0.7 122.5
9977 Carriage of paint and materials 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Putty 2.12 L.S. 2.73 5.79
9999 Brushes sand paper etc. 2.12 L.S. 5.33 11.3
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 647.02
TOTAL 653.49
TOTAL 745.31
TOTAL 857.11
Cost of 10.00 sqm 865.68
Say 86.55
13.1 Painting with aluminium paint of approved brand and manufacture to give an even shade:
MATERIAL
9999 Putty etc 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 593.52
TOTAL 599.46
TOTAL 683.68
TOTAL 786.23
Cost of 10.00 sqm 794.09
Say 79.4
13.101 Painting with acid proof paint of approved brand and manufacture of required colour to give an even
13.101.1 shade
One or: more coats on old work
MATERIAL
827 Acid proof paint (chocolate or black) 225 litre 0.7 157.5
9999 Putty etc 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 682.02
TOTAL 688.84
TOTAL 785.62
TOTAL 903.46
Cost of 10.00 sqm 912.49
Say 91.25
13.102 Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an
13.102.1 evenor
One shade
more: coats on old work
MATERIAL
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 575.73
TOTAL 581.49
TOTAL 663.19
TOTAL 762.67
Cost of 10.00 sqm 770.3
Say 77.05

MATERIAL
1000 Spirit 48 litre 0.98 47.04
999 Shellac 300 kg 0.13 39
9999 Turpentine oil sand paper cotton/woolen cloth putty etc. 2.12 L.S. 10.79 22.87
9999 Linseed oil 2.12 L.S. 0.52 1.1

LABOUR
131 Painter 714 day 1.76 1256.64
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1385.67
TOTAL 1399.53
TOTAL 1596.16
TOTAL 1835.58
Cost of 10.00 sqm 1853.94
Cost of 1.00 sqm 185.39
Say 185.4
13.104 Polishing on wood work with ready made wax polish of approved brand and manufacture :
13.104.1 Old work
MATERIAL
855 Wax polish (ready made) 230 kg 0.25 57.5
9977 Caariage 2.12 L.S. 0.39 0.83
LABOUR
131 Painter 714 day 0.4 285.6
115 Coolie 645 day 0.4 258
9999 Soap, brushes, cloth etc 2.12 L.S. 4.16 8.82
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 620.12
TOTAL 626.32
TOTAL 714.32
TOTAL 821.47
Cost of 10.00 sqm 829.68
Say 82.95
13.105 Re-lettering with black Japan paint of approved brand and manufacture.
Detail of cost for 100 letters of 15 cm height
MATERIAL
829 Black Japan paint 90 litre 0.37 33.3
9977 Carriage 2.12 L.S. 0.52 1.1
LABOUR
131 Painter 714 day 4 2856
115 Coolie 645 day 1 645
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 3567.65
TOTAL 3603.33
TOTAL 4109.6
TOTAL 4726.04
Cost per letter per cm height 3.18
Say 3.2
13.106 Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an
Code even shade.
MATERIAL
829 Black Japan paint 90 litre 0.7 63
9977 Carriage 2.12 L.S. 0.52 1.1
9999 Putty etc. 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 587.52
TOTAL 593.4
TOTAL 676.77
TOTAL 778.29
Cost of 10.00 sqm 786.07
Cost of 1sqm 78.61
Say 78.6
13.107 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin:
13.107.1 32 mm dia
Detail of cost for 1 no.
MATERIAL
1314 C.P.brass chain with 32 mm dia rubber plug 40 each 1 40
9988 Carriage of materials and fixing charges 2.12 L.S. 8.06 17.09
TOTAL 57.09
TOTAL 57.66
TOTAL 65.76
TOTAL 75.62
Cost of each 76.38
Say 76.4
13.107 Providing and fixing C.P. brass chain and rubber plug complete for sink or wash basin:
13.107.2 40 mm dia
Detail of cost for 1 no.
MATERIAL
1315 C.P.brass chain with 40 mm dia rubber plug 40 each 1 40
9988 Carriage of materials and fixing charges 2.12 L.S. 8.06 17.09
TOTAL 57.09
TOTAL 57.66
TOTAL 65.76
TOTAL 75.62
Cost of each 76.38
Say 76.4
13.108 Distempering with 1st quality acrylic distemper (ready made) having VOC content less than 50 gm per
13.108.1 ltr. oforapproved
One manufacturer
more coats on old workand of required shade and colour complete. as per manufacturer's
MATERIAL
802 Acrylic distemper 1st quality , having VOC content less 40 Kg 1 40
9988 Sundries including carriage of material 2.12 L.S. 10.76 22.81
LABOUR
131 Painter 714 day 0.22 157.08
114 Beldar 645 day 0.22 141.9
9999 Sundries 2.12 L.S. 7.15 15.16
TOTAL 378.05
TOTAL 381.83
TOTAL 435.48
TOTAL 500.8
Cost of 10.00 sqm 505.81
Say 50.6
13.109.1 Old work (one or more coats applied @ 2.20 kg/10 sqm) over priming coat of primer applied @ 0.80
Code litrs/10 sqm complete including cost of Priming coat.
MATERIAL
8508 Primer for cement paint 90 litre 0.8 72
LABOUR
131 Painter 714 day 0.46 328.44
115 Coolie 645 day 0.23 148.35
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 703.65
TOTAL 710.69
TOTAL 810.54
TOTAL 932.12
Cost of 10.00 sqm 941.44
Say 94.15
13.109.2 Old work (one or more coats @ 2.20 kg/10 sqm) complete.
MATERIAL
LABOUR
131 Painter 714 day 0.35 249.9
115 Coolie 645 day 0.12 77.4
101 Bhisti 714 day 0.05 35.7
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 472.7
TOTAL 477.43
TOTAL 544.51
TOTAL 626.19
Cost of 10.00 sqm 632.45
Say 63.25

13.110.1 Old work (Two or more coats on existing cement paint surface applied @ 3.28 ltr/10 sqm.
MATERIAL
LABOUR
131 Painter 714 day 0.46 328.44
115 Coolie 645 day 0.23 148.35
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 1430.75
TOTAL 1445.06
TOTAL 1648.09
TOTAL 1895.3
Cost of 10.00 sqm 1914.25
Cost of 1.00 sqm 191.43
Say 191.4

13.110.2 Old work (One or more coats) applied @ 1.82 ltr/10 sqm.
MATERIAL
LABOUR
131 Painter 714 day 0.33 235.62
115 Coolie 645 day 0.17 109.65
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 888.22
TOTAL 897.1
TOTAL 1023.14
TOTAL 1176.61
Cost of 10.00 sqm 1188.38
Cost of 1.00 sqm 118.84
Say 118.85
13.111.1 Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface
MATERIAL
LABOUR
131 Painter 714 day 0.46 328.44
115 Coolie 645 day 0.23 148.35
9999 Sundries 2.12 L.S. 5.33 11.3
TOTAL 834.22
TOTAL 842.56
TOTAL 960.94
TOTAL 1105.08
Cost of 10.00 sqm 1116.13
Cost of 1.00 sqm 111.61
Say 111.6
13.111.2 Old work (One or more coat applied @ 0.90 ltr/10 sqm).
MATERIAL
LABOUR
131 Painter 714 day 0.33 235.62
115 Coolie 645 day 0.17 109.65
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 558.62
TOTAL 564.21
TOTAL 643.48
TOTAL 740
Cost of 10.00 sqm 747.4
Say 74.75
13.112 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
13.112.1 Old work (Two or more coats applied @ 1.43 ltr/ 10 sqm) over existing cement paint surface
MATERIAL
LABOUR
131 Painter 714 day 0.46 328.44
115 Coolie 645 day 0.23 148.35
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 811.54
TOTAL 819.66
TOTAL 934.82
TOTAL 1075.04
Cost of 10.00 sqm 1085.79
Cost of 1.00 sqm 108.58
Say 108.6
13.112 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade
13.112.2 Old work (one or more coats applied @ 0.83 ltr/10 sqm).
MATERIAL
LABOUR
131 Painter 714 day 0.33 235.62
115 Coolie 645 day 0.17 109.65
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 553.75
TOTAL 559.29
TOTAL 637.87
TOTAL 733.55
Cost of 10.00 sqm 740.89
Say 74.1

13.113.1 One or more coats with copal varnish
MATERIAL
857 Superior copal varnish 115 litre 0.7 80.5
9977 Carriage 2.12 L.S. 0.52 1.1
9999 Repair to the surface 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 593.72
TOTAL 599.66
TOTAL 683.91
TOTAL 786.5
Cost of 10.00 sqm 794.37
Say 79.45

13.113.2 One or more coats with spar varnish
MATERIAL
858 Superior spar varnish 115 litre 0.75 86.25
9977 Carriage 2.12 L.S. 0.52 1.1
9999 Repair etc 2.12 L.S. 2.73 5.79
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
9999 Sundries 2.12 L.S. 4.16 8.82
TOTAL 596.99
TOTAL 602.96
TOTAL 687.68
TOTAL 790.83
Cost of 10.00 sqm 798.74
Say 79.85
13.114 Melamine polishing on wood work (one or more coat).

MATERIAL
7241 Melamine polish 300 litre 0.65 195
6 Hire charges of Spraying machine including 250 day 0.78 195
electric charges 0.78
9988 Carriage charge of Machine & Marerial 2.12 L.S. 4.42 9.37
LABOUR
131 Painter 714 day 0.35 249.9
114 Beldar 645 day 0.35 225.75
9999 Sundries 2.12 L.S. 4.42 9.37
TOTAL 884.39
TOTAL 893.23
TOTAL 1018.73
TOTAL 1171.54
Cost of 10.00 sqm 1183.26
Cost of 1.00 sqm 118.33
Say 118.35
13.115 Varnishing with flatting varnish of approved brand and manufacture one or more coats on old work.
MATERIAL
9999 Glue, putty etc 2.12 L.S. 2.73 5.79
9977 Carriage 2.12 L.S. 1.82 3.86
LABOUR
131 Painter 714 day 0.36 257.04
115 Coolie 645 day 0.36 232.2
TOTAL 620.15
TOTAL 626.35
TOTAL 714.35
TOTAL 821.5
Cost of 10.00 sqm 829.72
Say 82.95
13.116 Polishing in high gloss/matt finish melamine clear polish on wood work in required color/wooden
Code shade texture with following process in the sequence as detailed
Description Rate below:Unit
1. The surface
Qty to beTotal
MATERIAL
7241 Melamine Matt clear polish 300 litre 1.56 468
5766 Melamine wood sealer 190 litre 2.8 532
5767 Melamine solvent/thinner 120 litre 2.85 342
5768 Sanding cloth 150 mm wide 60 metre 6 360
5769 Sand papers of assorted gratings 22 Nos 16 352
5770 Melamine wood filler putty 120 kg 1.5 180
5771 Dhoti (worm out soft cotton cloth) 25 Nos 2 50
LABOUR
167 Polisher 1st class 784 day 1.66 1301.44
168 Polisher 2nd class 714 day 3.25 2320.5
114 Beldrs/Coolies 645 day 2 1290
6 Hire charges of compressor machine spare gun etc., with 250 day 1.25 312.5
electric charges
9999 Sundries including scaffolding & T&P etc. 2.12 L.S. 300 636
5779 Grinding buffers 250 day 2 500
TOTAL 8644.44
TOTAL 8730.88
TOTAL 9957.57
TOTAL 11451.21
Cost of 10.00 sqm 11565.72
Cost of 1.00 sqm 1156.57
Say 1156.55
14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including
cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the
walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of
Engineer-in-Charge.
14.1.1 With cement mortar 1:4 (1 cement : 4 fine sand)

MATERIAL
LABOUR
115 Coolie 645 day 1.29 832.05
114 Beldar 645 day 0.54 348.3
101 Bhisti 714 day 0.92 656.88
TOTAL 3455.29
TOTAL 3489.84
TOTAL 3980.16
TOTAL 4577.18
Cost of 10.00 sqm 4622.95
Say 462.3
14.1 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including
cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the
walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of
Engineer-in-Charge.
14.1.2 With cement mortar 1:4 (1cement: 4 coarse sand)

MATERIAL
3.9 Rate as per Item Number 3.9 of SH: Mortars 4355.2 cum 0.183 797
LABOUR
115 Coolie 645 day 1.29 832.05
114 Beldar 645 day 0.54 348.3
101 Bhisti 714 day 0.92 656.88
TOTAL 3572.77
TOTAL 3608.5
TOTAL 4115.49
TOTAL 4732.81
Cost of 10.00 sqm 4780.14
Cost of 1.00 sqm 478.01
Say 478
14.2 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting
14.2.1 masonry
Door for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with
chowkhats
Detail of cost for each

114 Beldar 645 day 0.027 17.42
115 Coolie 645 day 0.0195 12.58
130 Mistry 784 day 0.0084 6.59
128 Mate 714 day 0.0012 0.86
9999 Scaffolding 2.12 L.S. 1.43 3.03
9999 Sundries 2.12 L.S. 0.39 0.83
9999 Cement concrete 1:2:4 filled in chase cut 2.12 L.S. 24.18 51.26
9999 Painting two coats of coaltar 2.12 L.S. 13.52 28.66
9999 Disposal of mulba 2.12 L.S. 1.82 3.86
114 Beldar 645 day 0.75 483.75
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 1125.08
TOTAL 1136.33
TOTAL 1295.98
TOTAL 1490.38
Cost of each 1505.28
Say 1505.3
14.2.2 masonry chowkhats
Window for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with
2202 Carriage of Stone aggregate below 40 mm nominal 163.93 cum 0.0188 3.08
size 0.0188
114 Beldar 645 day 0.018 11.61
115 Coolie 645 day 0.013 8.39
130 Mistry 784 day 0.0056 4.39
128 Mate 714 day 0.0008 0.57
9999 Sundries 2.12 L.S. 0.26 0.55
114 Beldar 645 day 0.5 322.5
TOTAL 708.6
TOTAL 715.69
TOTAL 816.24
TOTAL 938.68
Cost of each 948.07
Say 948.05
14.2.3 masonry for
Clerestory holdfasts,
window embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with
chowkhats

114 Beldar 645 day 0.009 5.81
115 Coolie 645 day 0.0065 4.19
130 Mistry 784 day 0.0028 2.2
128 Mate 714 day 0.0004 0.29
9999 Sundries 2.12 L.S. 0.13 0.28
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 532.81
TOTAL 538.14
TOTAL 613.75
TOTAL 705.81
Cost of each 712.87
Say 712.85
14.3 Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of
Code appropriate size (3 nos on each vertical member of door chowkhat
Description Rate and 2Unit
nos on each
Qty vertical Total
member
Details of cost for 1 chowkhat.
114 Beldar 645 day 0.027 17.42
115 Coolie 645 day 0.0195 12.58
130 Mistry 784 day 0.0084 6.59
128 Mate 714 day 0.0012 0.86
7019 Dash fastner/ chemical fastener 12.5 each 6 75
9999 Hire charges of drill machine hire charges, Scaffolding 2.12 L.S. 12.22 25.91
and Sundries
TOTAL 142.22
TOTAL 143.64
TOTAL 163.82
TOTAL 188.39
Cost of each 190.27
Say 190.25
14.4 Making the opening in brick masonry including dismantling in floor or walls by cutting masonry and
14.4.1 making
For good
door/ the damages
window/ to walls,
clerestory windowflooring and jambs complete, to match existing surface i/c
Details of cost for one opening of size 0.90x2.10m = 1.89
sqm
Cement mortar 1:6 (1 cement: 6 fine sand)
114 Beldar 645 day 1.2 774
115 Coolie 645 day 0.4 258
TOTAL 1478.95
TOTAL 1493.74
TOTAL 1703.61
TOTAL 1959.15
Cost of 1.89sqm. 1978.74
Cost of 1.00 sqm. 1046.95
Say 1046.95
14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
Detail of cost for 10 glasses area each 0.1sqm.
MATERIAL
2406 Float glass panes of nominal thickness 4 mm (weight not 309 sqm 1.1 339.9
1.00 sqm + 10% wastage= 1.10 Sqm
9988 Carriage including sundries 2.12 L.S. 1.82 3.86
863 Putty for wood work 28 kg 0.68 19.04
9999 Painting or varnishing or beewaxing 2.12 L.S. 5.33 11.3
9999 Sundries Nails etc. 2.12 L.S. 6.76 14.33
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.23 148.35
9999 Sundries such as Rag, cotton etc 2.12 L.S. 1.43 3.03
TOTAL 704.03
TOTAL 711.07
TOTAL 810.98
TOTAL 932.63
Cost of 1.00 sqm 941.96
Say 941.95
14.5 Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:
MATERIAL
less than 12.5kg/sqm)
9988 Carriage including sundries 2.12 L.S. 1.82 3.86
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.23 148.35
TOTAL 930.63
TOTAL 939.94
TOTAL 1072
TOTAL 1232.8
Cost of 1.00 sqm 1245.13
Say 1245.15

MATERIAL
1194 Second class deodar wood in planks 500 10 cudm 0.025 12.5

119 Glazier 714 day 0.25 178.5
114 Beldar 645 day 0.45 290.25
TOTAL 1009.87
TOTAL 1019.97
TOTAL 1163.28
TOTAL 1337.77
Cost of 1.00 sqm 1351.15
Say 1351.15

MATERIAL
2407 Float glass sheet of nominal thickness Float glass panes 515 sqm 1.1 566.5
of nominal thickness 5 mm (weight not less than
12.5kg/sqm)
1194 Second class deodar wood in planks 500 10 cudm 0.025 12.5

119 Glazier 714 day 0.25 178.5
114 Beldar 645 day 0.45 290.25
TOTAL 1236.47
TOTAL 1248.83
TOTAL 1424.29
TOTAL 1637.93
Cost of 1.00 sqm 1654.31
Say 1654.3

MATERIAL
9977 Carriage of glasspanes and other materials 2.12 L.S. 2.73 5.79
9999 Methylated spirit 2.12 L.S. 5.33 11.3
119 Glazier 714 day 0.3 214.2
114 Beldar 645 day 0.3 193.5
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 788.67
TOTAL 796.56
TOTAL 908.48
TOTAL 1044.75
Cost of 1.00 sqm 1055.2
Say 1055.2

Detail of cost for 10 glasses area each
0.1sqm.
MATERIAL
less than 12.5kg/sqm)
9977 Carriage of glasspanes and other materials 2.12 L.S. 2.73 5.79
9999 Methylated spirit 2.12 L.S. 5.33 11.3
119 Glazier 714 day 0.3 214.2
114 Beldar 645 day 0.3 193.5
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 1015.27
TOTAL 1025.42
TOTAL 1169.49
TOTAL 1344.91
Cost of 1.00 sqm 1358.36
Say 1358.35

14.8.1 2nd class teak wood fillets
Details of cost for 10 metres length
MATERIAL
10.00x0.01x0.01 = 1.00 cudm

Total = 1.15 cudm
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 493.56
TOTAL 498.5
TOTAL 568.54
TOTAL 653.82
Say 66.05

14.8.2 Hollock wood fillets
MATERIAL
10.00x0.01x0.01 = 1.00 cudm

Total = 1.15 cudm
9999 Nails 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 443.65
TOTAL 448.09
TOTAL 511.05
TOTAL 587.71
Say 59.35
14.9 Renewal of old putty of glass panes (length)

MATERIAL
9999 Nails 2.12 L.S. 7.15 15.16
9999 Spirit 2.12 L.S. 2.73 5.79
LABOUR
114 Beldar 645 day 0.3 193.5
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 450.72
TOTAL 455.23
TOTAL 519.19
TOTAL 597.07
Say 46.4
14.1 Refixing old glass panes with putty and nails

9999 Spirit 2.12 L.S. 2.73 5.79
9999 Nails 2.12 L.S. 7.15 15.16
LABOUR
119 Glazier 714 day 0.3 214.2
114 Beldar 645 day 0.3 193.5
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 450.72
TOTAL 455.23
TOTAL 519.19
TOTAL 597.07
Add 15 % Contractor's profit and overheads 603.04
Cost of 1.00 sqm 603.04
Say 603.05
14.11 Fixing old glass panes with wooden fillets (excluding cost of fillets)
LABOUR
119 Glazier 714 day 0.3 214.2
114 Beldar 645 day 0.3 193.5
9999 Sundries 2.12 L.S. 1.43 3.03
9999 Nails 2.12 L.S. 3.9 8.27
TOTAL 419
TOTAL 423.19
TOTAL 482.65
TOTAL 555.05
Say 560.6
14.12 Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab,
Code including cutting chase, anchoring clamp to reinforcement bar,
Description RateincludingUnit
cleaning, Qty
refilling, making
Total
Details of cost for each fan clamp.
MATERIAL
M.S.bar 16mm dia = 40cm (including wastage) @ 1.58
kg/m = 0.632 kg
9999 Cement concrete 1:2:4 (1 Cement : 2 Coarse sand : 4 2.12 L.S. 13.52 28.66
graded stone aggregate 20mm nominal size) mortar for
rendering or plastering
9999 Painting two or more coats to exposed portion of the 2.12 L.S. 7.15 15.16
clamp including priming coat
Labour for fixing
114 Beldar 645 day 0.25 161.25
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 350.08
TOTAL 353.58
TOTAL 403.26
TOTAL 463.75
Cost of each 468.39
Say 468.4
14.13 Regrading terracing of mud phaska covered with tiles or brick, in cement mortar by dismantling tiles
Code or bricks, removing mud plaster, preparing the surface of mud
Description phaska toUnit
Rate proper slope,
Qty relaying mud
Total
(i) Dismantling tiles/bricks in cement mortar including
removing mud plaster and cleaning the tiles/bricks
LABOUR
114 Beldar 645 day 0.54 348.3
(ii) Preparing the surface, for mud phuska to proper
slope, relaying mud plaster gobri leeping.
25mm thick mud plaster including gobri leaping
MATERIAL
Mud mortar
Gobri mortar
LABOUR
114 Beldar 645 day 0.25 161.25
(iii) relaying tiles/bricks including Cement mortar 1:3 (1
Cement : 3 fine sand) for grouting
LABOUR
114 Beldar 645 day 1.5 967.5
101 Bhisti 714 day 1 714
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 4319.28
TOTAL 4362.47
TOTAL 4975.4
TOTAL 5721.71
Cost of 10.00 sqm 5778.93
Cost of 1.00 sqm 577.89
Say 577.9
14.14 Replacing sand stone slabs in roofing, laid in cement mortar 1:4 (1 cement : 4 coarse sand), including
14.14.1 necessary
Red/ whiterepairs and cement
sand stone slabs 30pointing
to 50 mmwith same mortar complete, including disposal of rubbish to
thick
Dismantling existing stone, slabs roofing 1x10
sqmx0.05m = 0.50 cum.
114 Beldar 645 day 0.885 570.83
115 Coolie 645 day 0.375 241.88
9999 Sundries 2.12 L.S. 4.03 8.54
9999 Cleaning the surface including necessary repairs 2.12 L.S. 40.43 85.71
1174 Red sand stone slab 45 mm and 50 mm thick (un- 260 sqm 11 2860
dressed)
stone slab
100 Bandhani 714 day 2.03 1449.42
115 Coolie 645 day 1.69 1090.05
101 Bhisti 714 day 0.34 242.76
9999 Sundries 2.12 L.S. 16.12 34.17
2264 Carriage of Rubbish 163.93 cum 0.5 81.97
TOTAL 8215.21
TOTAL 8297.36
TOTAL 9463.14
TOTAL 10882.61
Cost of 10.00 sqm 10991.44
Cost of 1.00 sqm 1099.14
Say 1099.15
14.15 Renewing wooden battens in roofs, including making good the holes in wall and painting with oil type
14.15.1 wood
Sal preservative
wood battens of approved brand and manufacture complete, including removal of rubbish to the
Details of cost for 10 battens i.e. 300 cudm
3 metres long of 100x100mm
10x3x0.1x0.1 = 0.3cum =300cudm
Add wastage @ 2%= 6 cudm, Total = 306 cudm
MATERIAL

LABOUR
Taking out the existing battens and refixing new one
including supporting the roof
114 Beldar 645 day 2 1290
9999 Making good the holes including sundries 2.12 L.S. 80.73 171.15
131 Painter 714 day 0.183 130.66
115 Coolie 645 day 0.183 118.04
9977 Carriage 2.12 L.S. 0.78 1.65
9999 Brushes 2.12 L.S. 5.07 10.75
9999 Sundries 2.12 L.S. 4.81 10.2
TOTAL 20676.68
TOTAL 20883.45
TOTAL 23817.57
TOTAL 27390.21
Cost of 300 Cudm 27664.11
Cost of 1.00 cum 92213.7
Say 92213.7
14.16 Renewing wooden beams in roofs including making good the holes in walls and painting with oil type
14.16.1 wood
Not preservative
exceeding 4.00 of approved
metres brand and manufacture complete, including removal of rubbish to the
in length.
14.16.1.1 Sal wood beams
Consider one beam i.e. 300 cudm.
0.25 x 0.30m x 4.0m (long) = 0.30 cum
Add wastage @ 2% (0.006 cum) = 0.306 cum =306 cudm
(i) Propping the roof

MATERIAL
100mm diameter ballies 4m long 10 nos.
100x100mm salwood battens 1.0 metre
long 5 nos.x1.0x0.1x0.1 =0.05cum = 50 cudm.
These materials can be used for 16 times Hence qty
for one operation 1/16 = 3.125 cudm
1199 Sal wood in scantling 600 10 cudm 0.3125 187.5

LABOUR
114 Beldar 645 day 0.25 161.25
(ii) Taking out the existing beams etc.
LABOUR
100 Bandhani 714 day 0.5 357
114 Beldar 645 day 0.33 212.85
(iii) Renewal
Materials and Labour

100 Bandhani 714 day 0.5 357
114 Beldar 645 day 1 645
Painting with oil preservative
(4x1.1) +( 2.0x0.25x0.30) =4.4 + 0.15= 4.55 sqm @ 1
litre/10sqm = 0.455 litre
131 Painter 714 day 0.07 49.98
115 Coolie 645 day 0.07 45.15
9999 Sundries 2.12 L.S. 0.13 0.28
9977 Carriage 2.12 L.S. 1.82 3.86
9999 Brushes 2.12 L.S. 1.82 3.86
9999 Making good the holes 2.12 L.S. 20.67 43.82
9999 Sundries 2.12 L.S. 26.91 57.05
302 Safeda ballies 125 mm diameter 40 metre 2.5 100
TOTAL 21691.54
TOTAL 21908.46
TOTAL 24986.6
TOTAL 28734.59
Cost of 1.00 cum 96739.8
Say 96739.8
14.16.1 wood
Not preservative
exceeding 4.00 of approved
metres brand and manufacture complete, including removal of rubbish to the
in length.
14.16.1.2 Hollock wood beams
Consider one beam
0.25 x 0.30m x 4.0m (long) = 0.30 cum= 300 cudm
Add wastage @ 2% (0.006 cum)= 0.306 cum =306cudm
(I) Propping the roof

MATERIAL
100mm diameter ballies 4m long 10 nos.
100x100mm hollock wood battens 1.0metre long 5
nos.x1.0x0.1x0.1 =0.05cum = 50 cudm.
These materials can be used for 16 times hence qty

LABOUR
114 Beldar 645 day 0.25 161.25
LABOUR
100 Bandhani 714 day 0.5 357
114 Beldar 645 day 0.33 212.85
(iii) Renewal

100 Bandhani 714 day 0.5 357
114 Beldar 645 day 1 645
(4x1.1) + (2.0x0.25x0.30) =4.4 + 0.15= 4.55 sqm @ 1
litre/10sqm = 0.455 litre
131 Painter 714 day 0.07 49.98
115 Coolie 645 day 0.07 45.15
9999 Sundries 2.12 L.S. 0.13 0.28
9977 Carriage 2.12 L.S. 1.82 3.86
9999 Brushes 2.12 L.S. 1.82 3.86
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 14179.8
TOTAL 14321.6
TOTAL 16333.78
TOTAL 18783.85
Cost of 1.00 cum 63238.97
Say 63238.95
14.16.2 wood preservative
Above 4.00 metres of
andapproved brand
upto 5.00 andlength.
metres manufacture complete, including removal of rubbish to the
14.16.2.1 Sal wood beams
0.25 x 0.30m x 5.0m (long) = 0.375 cum
Add wastage @ 2% (0.008 cum)
= 0.383 cum = 383cudm
MATERIAL
125mm diameter ballies 5m long 12 nos
100x100mm salwood battens 1.0 metre long 6 nos.
x1.0x0.1x0.1 = 60 cudm.
These materials can be used for 16 times hence qty for
one operation 1/16 = 3.75 cudm

LABOUR
114 Beldar 645 day 0.25 161.25
LABOUR
100 Bandhani 714 day 0.63 449.82
114 Beldar 645 day 0.5 322.5
(iii) Renewal

100 Bandhani 714 day 1 714
114 Beldar 645 day 2 1290
(2x5x0.25)+3.0 + 2.0x0.25x0.30 = 5.5 + 0.15 = 5.65
sqm @ 1 litre/10sqm = 0.565 litre
131 Painter 714 day 0.08 57.12
115 Coolie 645 day 0.08 51.6
9999 Sundries 2.12 L.S. 0.26 0.55
9977 Carriage 2.12 L.S. 2.34 4.96
9999 Brushes 2.12 L.S. 2.21 4.69
9999 Sundries 2.12 L.S. 33.15 70.28
TOTAL 27751.25
TOTAL 28028.76
TOTAL 31966.8
TOTAL 36761.82
Cost of 1.00 cum 99011.84
Say 99011.85
14.16.2 wood preservative
Above 4.00 metres of
andapproved brand
upto 5.00 andlength.
metres manufacture complete, including removal of rubbish to the
14.16.2.2 Hollock wood beams
0.25 x 0.30m x 5.0m (long) = 0.375 cum
Add wastage @ 2% (0.008 cum)
= 0.383 cum = 383cudm
MATERIAL
125mm diameter ballies 5m long 12 nos
100x100mm hollock wood battens 1.0 metre long 6
nos. x1.0x0.1x0.1 = 60 cudm.

These materials can be used for 16 times hence qty

LABOUR
114 Beldar 645 day 0.25 161.25
LABOUR
100 Bandhani 714 day 0.63 449.82
114 Beldar 645 day 0.5 322.5
(iii) Renewal

100 Bandhani 714 day 1 714
114 Beldar 645 day 2 1290
(2x5x0.25)+3.0 + 2.0x0.25x0.30= 5.5 + 0.15 = 5.65
sqm @ 1 litre/10sqm = 0.565 litre
131 Painter 714 day 0.08 57.12
115 Coolie 645 day 0.08 51.6
9999 Sundries 2.12 L.S. 0.26 0.55
9977 Carriage 2.12 L.S. 2.34 4.96
9999 Brushes 2.12 L.S. 2.21 4.69
9999 Sundries 2.12 L.S. 33.15 70.28
TOTAL 18359.56
TOTAL 18543.16
TOTAL 21148.47
TOTAL 24320.74
Cost of 1.00 cum 65503.87
Say 65503.85
14.17 Raking out joints in lime or cement mortar and preparing the surface for re-pointing or replastering,
Code including disposal of rubbish to the dumping ground, all complete
Description Rate as perUnit
directionQty
of Engineer-in-
Total
LABOUR
114 Beldar 645 day 0.53 341.85
115 Coolie 645 day 0.08 51.6
101 Bhisti 714 day 0.07 49.98
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 446.46
TOTAL 450.92
TOTAL 514.27
TOTAL 591.41
Cost of 10.00 sqm 597.32
Say 59.75
14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water
14.18.1 proofing
With compound
F.P.S. brick tilesby weight of cement for flat tile bricks on top of mud phaska :
MATERIAL
2% of wt. of cement
LABOUR
115 Coolie 645 day 0.36 232.2
101 Bhisti 714 day 0.36 257.04
9999 Sundries 2.12 L.S. 18.85 39.96
TOTAL 857.33
TOTAL 865.9
TOTAL 987.56
TOTAL 1135.69
Cost of 10.00 sqm 1147.05
Cost of 1.00 sqm 114.71
Say 114.7
14.18 Flush pointing with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water
14.18.2 proofing
With compound
modular by weight of cement for flat tile bricks on top of mud phaska :
brick tiles
MATERIAL
2% of wt. of cement
LABOUR
115 Coolie 645 day 0.36 232.2
101 Bhisti 714 day 0.36 257.04
9999 Sundries 2.12 L.S. 18.85 39.96
TOTAL 866.8
TOTAL 875.47
TOTAL 998.47
TOTAL 1148.24
Cost of 10.00 sqm 1159.72
Cost of 1.00 sqm 115.97
Say 115.95
14.19 Taking out wind ties from roof including cutting out rusted bolts, nuts etc. and removing materials to
Code any distance within compound and stacking.
Details of cost for 30 mtrs of weight 63 kgs
M.S. Flats 40x6mm @ 1.9kg./m = 30x1.9 = 57 kg. (A)
J' hook bolts @ 30cm centre to centre = 101 Nos. x
0.15 m = 15.15 m @ 0.40kg./ m = 6.06kg (B)
Total (A+B) = 63.06 kg Say 63 kg
LABOUR
100 Bandhani 714 day 0.06 42.84
114 Beldar 645 day 0.16 103.2
TOTAL 210.3
TOTAL 212.4
TOTAL 242.24
TOTAL 278.58
Cost of 1.00 kg 4.47
Say 4.45
14.2 Fixing of old wind tie with new fittings including painting two or more coats with anticorrosive
Code bitumastic paint of approved brand & manufacturer over andRate
Description including priming
Unit coat
Qtyof ready Total
mixed
Detail of cost for 20.2 m wind tie
MATERIAL
@ 30 cm center to center = 68 Nos
9977 Carriage of bolts, nuts and washers etc. 2.12 L.S. 1.17 2.48
LABOUR
114 Beldar 645 day 0.34 219.3
9999 Sundries 2.12 L.S. 13.91 29.49
Applying priming coat with ready mixed zink chromate
yellow primer
20.2x2x(0.04+0.006) = 1.86 sqm
Painting with ready mixed black antcorrosive bitumastic
paint
13.65.1 Rate as per item No.13.65.1 SH: Finishing 115.1 sqm 1.86 214.09
TOTAL 1695.35
(1695.35 - 317.32) = 1378.03
TOTAL 1709.13
on (1709.13 - 317.32) = 1391.81 x 0.1405
TOTAL 1904.68
except (A) i.e. on (1904.68 - 317.32) = 1587.36
TOTAL 2142.78
(2142.78 - 317.32) = 1825.46
Say 107
14.21 Renewing bottom rail and/or top runner of collapsible gate including making good all damages and
Code applying priming coat of zinc chromate yellow primer of approved
Description Rate brandUnit
and manufacturer.
Qty Total
Detail of cost for gate of size 1.52x2.4 m
(weight 11.55 kg)
MATERIAL
M.S. Tee 40x40x6 mm
Top rail = 1.725 m
Bottom rail = 1.570 m
Total = 3.295 m say 3.30 m @ 3.5 kg/m
= 11.55 kg
Add 10% wastage = 1.155 kg
Total = 12.705 kg = 0.1270 q say 0.13 q

Taking out collapsible gate including frame
15.12.2 (Rate as per item no 15.12.2 of SH Dismantling and 414.55 each 1 414.55
Demolishing)
Refixing of collapsible gate including mending good the
demaged floor, wall etc.frame
Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6
graded stone aggregate 20 mm nominal size)
3.6 Cement mortar 1 : 6 (1 cement : 6 fine sand) (Rate as per 3044.3 cum 0.01 30.44
item No 3.6)
Priming coat on Tees 0.16x3.3 = 0.53 sqm
LABOUR
Labour for fixing the gate
114 Beldar 645 day 0.75 483.75
9999 Sundries 2.12 L.S. 2.6 5.51
TOTAL 2303.98
(2303.98 - 709.27) = 1594.71
TOTAL 2319.93
on (2319.93 - 709.27) = 1610.66 x 0.1405
TOTAL 2546.23
except (A) i.e. on (2546.23 - 709.27) = 1836.96
TOTAL 2821.77
(2821.77 - 709.27) = 2112.5
Cost of 11.55 kg 2842.9
Cost of 1.00 kg 246.14
Say 246.15
14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same
14.22.1 with necessary
Wheel 50 mm diaclamps, nuts and bolts/welding and erection etc. complete.
and below
Detail of cost for 10 nos wheels of 40 mm dia.
MATERIAL
Weight of 10 nos wheels
10x[3.14x{(4/2)x(4/2)}x4]x7.850/1000= 3.94 kg
Weight of 10 nos clamps 6 mm thick =10x lenth of
clamp =10x0.17m @ 1.90kg/m =3.23 kg
Weight of 10 nos 10 mm dia. Bolts, 10 cm long
10x0.10m = 1m @ 0.60 kg/m = 0.60 kg. Total = 7.70
kg say 8 kg
Labour for dismantling :
100 Bandhani 714 day 0.01 7.14
114 Beldar 645 day 0.02 12.9
9999 Sundries 2.12 L.S. 0.39 0.83
Renewing the wheels with clamps :-
MATERIAL
7442 Wheel 75 mm dia. 40 mm wide 62 each 10 620
10 nos clamps out of M.S. flat 40x6 mm, 170 mm long
= 10x0.17m = 1.70m @ 1.9 kg/m = 3.23 kg

Total = 3.39 kg say 3.50 kg
M.S. bolt/pin 10 mm dia 10 cm long 10 Nos
10x0.06 = 0.6 kg = 0.006 q
1034 Bolts and nuts upto 300 mm in length 5200 quintal 0.006 31.2
length = 10x(2x4) = 80cm
LABOUR
Labour for cutting, assembling and errection charges

100 Bandhani 714 day 0.02 14.28
114 Beldar 645 day 0.11 70.95
Priming coat : = 10x2(0.06+0.008)x0.25m = 0.34 sqm
on Tees 0.16x3.3 = 0.53 sqm

9999 Sundries 2.12 L.S. 1.69 3.58
TOTAL 1130.45
(1130.45 - 9.16) = 1121.29
TOTAL 1141.66
on (1141.66 - 9.16) = 1132.5 x 0.1405
TOTAL 1300.78
except (A) i.e. on (1300.78 - 9.16) = 1291.62
TOTAL 1494.52
(1494.52 - 9.16) = 1485.36
Cost of 10 nos wheels 1509.37
Cost per wheel 150.94
Say 150.95
14.22 Renewing Wrought iron or M.S. Wheel or roller of steel door or gate and fitting and fixing the same
14.22.2 with necessary
Wheel above 50clamps,
mm dianuts and bolts/welding and erection etc. complete.
Detail of cost for 10 nos wheels
Considering average wheel dia =75 mm
Width of wheel = 40 mm
M.S. flat for clamp = 60x8 mm
Bolt size 16 mm dia.
Lenth of one clamp :
2x(0.04+0.0375+0.02)+0.05 =0.195+0.05=0.245m say
0.25m
MATERIAL
Weight of 10 nos wheels
10x[3.14x{(7.5/2)x(7.5/2)}x4]x7.850/1000= 13.87 kg
Weight of 10 nos clamps 8 mm thick =10x0.25 m @

3.8kg/m = 9.50 kg
Weight of 10 nos 16 mm dia. Bolts, 10 cm long
10x0.10 m @ 1.60 kg/m = 1.60 kg
Total = 24.97 kg say 25 kg
Labour for dismantling :
100 Bandhani 714 day 0.03 21.42
114 Beldar 645 day 0.06 38.7
9999 Sundries 2.12 L.S. 1.04 2.2
Renewing the wheels with clamps :-
MATERIAL
7442 Wheel 75 mm dia. 40 mm wide 62 each 10 620
10 nos clamps out of M.S. flat 60x8 mm = 10x0.25 m
@ 3.8 kg/m = 9.5 kg

Total = 9.98 kg say 10 kg
M.S. bolt/pin 16 mm dia 10 cm long 10 Nos
10x0.16= 1.6 kg = 0.016 q
1034 Bolts and nuts upto 300 mm in length 5200 quintal 0.016 83.2
length = 10x(2x6)
LABOUR
Labour for cutting, assembling and errection charges

100 Bandhani 714 day 0.05 35.7
114 Beldar 645 day 0.36 232.2
Priming coat : = 10x2(0.06+0.008)x0.25m = 0.34 sqm on
Tees 0.16x3.3 = 0.53 sqm
9999 Sundries 2.12 L.S. 5.33 11.3
TOTAL 1895.55
(1895.55 - 18.87) = 1876.68
TOTAL 1914.32
on (1914.32 - 18.87) = 1895.45 x 0.1405
TOTAL 2180.63
except (A) i.e. on (2180.63 - 18.87) = 2161.76
TOTAL 2504.89
(2504.89 - 18.87) = 2486.02
Cost of 10 nos wheels 2529.75
Cost per wheel 252.98
Say 253
14.23 Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the
Code like.
Details for 10.91 kilolitre
Pumping hours 3 hrs. or 0.375 days
114 Beldar 645 day 2 1290

for clearing slush
TOTAL 1552.5
TOTAL 1568.03
TOTAL 1788.34
TOTAL 2056.59
Cost of 10.91 kilolitre 2077.16
Cost of 1 kilolitre 190.39
Say 190.4
14.24 Mud mortar made with local clay good earth.

Detail of cost for 1 cum
MATERIAL
811 Mud (dry) 165 cum 1.08 178.2
LABOUR
114 Beldar 645 day 0.63 406.35
101 Bhisti 714 day 0.315 224.91
9999 Sundries 2.12 L.S. 6.45 13.67
TOTAL 823.13
Say 823.15
14.25 Brick work with common burnt clay bricks of class designation 7.5 in mud mortar
MATERIAL
designation 7.5 Nos
Mud mortar
Nos
9999 Sundries 2.12 L.S. 2.73 5.79
LABOUR
115 Coolie 645 day 1.37 883.65
101 Bhisti 714 day 0.2 142.8
TOTAL 4260.72
TOTAL 4303.33
TOTAL 4907.95
TOTAL 5644.14
Say 5700.6
14.26.1.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary
Code screws.
Details of cost for shutter of cup-board 200x108cm =
2.16 sqm.
MATERIAL
Styles
4x200x8.0x2.5cm = 0.016 cum+
Rails
Top rail
1x110.5x8.0x2.5cm = 0.0022cum+
2x110.5x8.0x2.5 cm = 0.0044 cum
Panels
2x48x41x1.6cm = 0.006cum+
Sash bars
2x114x3.8x2.5cm = 0.0022cum+
6x48x3.8x2.5cm = 0.003 cum+
Beading
16x92x1.4x1.2cm = 0.002cum
Total = 0.0358 cum
Grand Total = 0.0394 cum = 39.40 cudm
say 39 cudm
1186 Superior class teak wood such as Dandeli, Balarshah or 1100 10 cudm 3.9 4290
Malabar in planks
Fittings-
wide
mm
LABOUR
119 Glazier 714 day 0.18 128.52
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 7399.88
TOTAL 7473.88
TOTAL 8523.96
TOTAL 9802.55
Cost of 2.16 sqm. 9900.58
Say 4583.6
14.26.1.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws.
and half panelled) 200x108cm= 2.16 sqm.
MATERIAL
Styles
4x200x8.0x2.5cm = 0.016 cum+
Rails
Top rail
1x110.5x8.0x2.5cm = 0.0022cum+
2x110.5x8.0x2.5cm = 0.0044 cum.
Panels
2x48x41x1.6cm = 0.006cum+
Sash bars
2x114x3.8x2.5cm = 0.0022 cum+
6x48x3.8x2.5cm = 0.003 cum+
Beading
16x92x1.4x1.2cm = 0.002cum
Total = 0.0358
Grand Total = 0.0394 cum = 39.40 cudm
say 39 cudm
1188 First class teak wood in planks 850 10 cudm 3.9 3315

Fittings
wide
mm
LABOUR
119 Glazier 714 day 0.18 128.52
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6424.88
TOTAL 6489.13
TOTAL 7400.85
TOTAL 8510.98
Cost of 2.16 sqm. 8596.09
Say 3979.65
14.26.2.1 Superior class teak wood including nickel plated bright finished M.S. piano hinges with necessary
Code screws.
2.16 sqm.
MATERIAL
(i) Superior class teak wood
Styles : 4x200x9.5x2.5 cm = 0.019 cum
Rails
2x110.5x9.5x2.5 cm = 0.005 cum
2x110.5x19.7x2.5 cm = 0.011 cum
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.038 cum.
1186 Superior class teak wood such as Dandeli,Balarshah or 1100 10 cudm 4.2 4620
Malabar in planks
wide
75x45x3.2 mm
mm
hinges50x37x1.50 mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 7354.15
TOTAL 7427.69
TOTAL 8471.28
TOTAL 9741.97
Cost of 2.16 sqm. 9839.39
Say 4555.25
14.26.2.2 Ist class teak wood including nickel plated bright finished M.S. piano hinges with necessary screws.
2.16 sqm.
MATERIAL
(i) Teak wood first class
Styles : 4x200x9.5x2.5 cm = 0.019 cum
Rails
2x110.5x9.5x2.5 cm = 0.005 cum
2x110.5x19.7x2.5 cm = 0.011 cum
Beadings-
2x186.1x1.9x1.2cm = 0.001cum+
4x171.70x1.9x1.2cm = 0.002cum.
Total = 0.038 cum.
1188 First class teak wood in planks 850 10 cudm 4.2 3570
wide
75x45x3.2 mm
mm
hinges50x37x1.50 mm
mm
LABOUR
119 Glazier 714 day 0.23 164.22
114 Beldar 645 day 0.77 496.65
9999 Sundries 2.12 L.S. 40.43 85.71
TOTAL 6304.15
TOTAL 6367.19
TOTAL 7261.78
TOTAL 8351.05
Cost of 2.16 sqm. 8434.56
Say 3904.9
14.27 Providing and fixing plain jaffri door and window shutters including bright or/and black enamelled
14.27.1 M.S. butt
Second hinges
class teakwith
wood necessary screws 35x10 mm laths placed 35 mm apart (frames to be paid
Details of cost of a jaffri shutter 176x86 cm = 1.51 sqm
MATERIAL
Teak wood 2nd class
Styles 2x176x7.5x3.5 cm = 0.0092 cum
Rails 3x86x7.5x3.5 = 0.0068 cum
Total 0.0160 cum
Add wastage @ 10 % =0.0016 cum
Total = 0.0176 cum Say 18 cudm

Palain Jaffri work
9.41.1 Rate as per Item Number 9.41.1 of SH:Wood and PVC 2622.2 sqm 1.51 3959.52
work
100x58x1.90 mm
hinges50x37x1.50 mm
mm
mm
LABOUR
For making frame and fixing fitting
TOTAL 5690.29
(5690.29 - 3959.52) = 1730.77
TOTAL 5707.6
on (5707.6 - 3959.52) = 1748.08 x 0.1405
TOTAL 5953.21
except (A) i.e. on (5953.21 - 3959.52) = 1993.69
TOTAL 6252.26
(6252.26 - 3959.52) = 2292.74
Cost of 1.51 sqm. 6275.19
Say 4155.75
14.28 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with
14.28.1 brass
20 mmscrews and wooden plugs etc. wherever necessary complete.
diameter.
Detail of cost for 2 metre long
MATERIAL
444 Brass curtain rod 20 mm dia 1.25 mm thick 140 metre 2 280
446 Brass brackets (curtain rods) 20 mm 45 each 2 90
9999 Screws 2.12 L.S. 2.73 5.79
9977 Carriage 2.12 L.S. 1.56 3.31
Wooden plugs including cutting brick work and fixing in
cement mortar
8.23 Rate as per item no 9.32 of SH : Wood work 35.5 each 2 71
9999 LABOUR 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 459.2
(459.2 - 71) = 388.2
TOTAL 463.08
on (463.08 - 71) = 392.08 x 0.1405
TOTAL 518.17
except (A) i.e. on (518.17 - 71) = 447.17
TOTAL 585.25
- 71) = 514.25
Say 295.2
14.28 Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with
brass screws and wooden plugs etc. wherever necessary complete.
14.28.2 25 mm diameter.
Detail of cost for 2 metre long
MATERIAL
445 Brass curtain rod 25 mm dia 1.25 mm thick 190 metre 2 380
446 Brass brackets (curtain rods) 20 mm 45 each 2 90
9999 Screws 2.12 L.S. 2.73 5.79
9977 Carriage 2.12 L.S. 1.56 3.31
Wooden plugs including cutting brick work and fixing
in cement mortar
8.23 Rate as per item no 9.32 of SH : Wood work 35.5 each 2 71
9999 LABOUR 2.12 L.S. 2.73 5.79
9999 Sundries 2.12 L.S. 1.56 3.31
TOTAL 559.2
(559.2 - 71) = 488.2
TOTAL 564.08
on (564.08 - 71) = 493.08 x 0.1405
TOTAL 633.36
except (A) i.e. on (633.36 - 71) = 562.36
TOTAL 717.71
- 71) = 646.71
Say 362.1
14.29 Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden frames of
Code windows and clerestory windows.
Details of cost for window -140x110cm
MATERIAL
M.S. bar 16 mm dia 13x136 cm = 17.68 m @ 1.58
kg/m = 27.93 kg
Add for wastage @ 10% =2.79 kg
Total = 30.72 kg or 0.307 q
M.S. flat 40x6mm 2x96cm = 192cm+
1x110cm = 110cm
= 302cm+
Add wastage @ 10% = 30cm
Total = 332cm.@ 1.90 kg/m = 6.31 kg
Say 0.063 q
(0.307+0.063 = 0.37 q = 0.037 t)
9999 Sundries 2.12 L.S. 26.91 57.05
LABOUR
114 Beldar 645 day 0.45 290.25
TOTAL 2509.19
TOTAL 2534.28
TOTAL 2890.35
TOTAL 3323.9
Cost of 33.67 kg.(5.74+27.93=33.67kg) 3357.14
Cost of 1 kg. 99.71
Say 99.7
14.3 Providing joists (karries) including hoisting, fixing in position and applying wood preservative on
14.30.1 unexposed
Sal wood surface etc. complete with :
Details of cost for 300cudm.
MATERIAL
Sal wood
10x0.1mx0.1mx3.0m = 0.30 cum. Or = 300 cudm
Add wastage @ 2% = 6.00 cudm.
Total = 306 cudm.

LABOUR
114 Beldar 645 day 1.45 935.25
100 Bandhani 714 day 0.7 499.8
Priming coat (Wood preservative)
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 20446.91
(20446.91 - 37.68) = 20409.23
TOTAL 20651
on (20651 - 37.68) = 20613.32 x 0.1405
TOTAL 23547.17
except (A) i.e. on (23547.17 - 37.68) = 23509.49
TOTAL 27073.59
(27073.59 - 37.68) = 27035.91
Cost of 300 cudm. 27343.95
Say 91146.5
14.3 Providing joists (karries) including hoisting, fixing in position and applying wood preservative on
14.30.2 unexposed
Hollock woodsurface etc. complete with :
Details of cost for 300cudm.
MATERIAL
Hollock wood in scantling
10x0.1mx0.1mx3.0m = 0.30 cum. Or = 300 cudm
Add wastage @ 2% = 6.00 cudm.
Total = 306 cudm.

LABOUR
114 Beldar 645 day 1.45 935.25
100 Bandhani 714 day 0.7 499.8
Priming coat (Wood preservative)
9999 Sundries 2.12 L.S. 26.91 57.05
TOTAL 13011.11
(13011.11 - 37.68) = 12973.43
TOTAL 13140.84
on (13140.84 - 37.68) = 13103.16 x 0.1405
TOTAL 14981.83
except (A) i.e. on (14981.83 - 37.68) = 14944.15
TOTAL 17223.45
(17223.45 - 37.68) = 17185.77
Cost of 300 cudm. 17395.31
Cost of 1 cum. 57984.37
Say 57984.35
14.31 Providing and fixing bright finished brass single acting spring hinges with necessary brass screws etc.
14.31.1 complete
150 mm :
MATERIAL
389 Brass single acting spring hinges 150 mm 425 each 10 4250

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 4876.32
TOTAL 4925.08
TOTAL 5617.05
TOTAL 6459.61
Cost of 10 hinges 6524.21
Cost of each 652.42
Say 652.4
14.31.2 complete
125 mm :
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 3476.32
TOTAL 3511.08
TOTAL 4004.39
TOTAL 4605.05
Cost of each 465.11
Say 465.1
14.31.3 complete
100 mm :
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 3086.32
TOTAL 3117.18
TOTAL 3555.14
TOTAL 4088.41
Cost of each 412.93
Say 412.95
14.32 Providing and fixing bright finished brass double acting spring hinges with necessary brass screws etc.
14.32.1 complete
150 mm :
MATERIAL
392 Brass double acting spring hinges 150 mm 480 each 10 4800

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 5426.32
TOTAL 5480.58
TOTAL 6250.6
TOTAL 7188.19
Cost of each 726.01
Say 726
14.32.2 complete
125 mm :
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 4626.32
TOTAL 4672.58
TOTAL 5329.08
TOTAL 6128.44
Cost of each 618.97
Say 618.95
14.32.3 complete
100 mm :
MATERIAL

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 4486.32
TOTAL 4531.18
TOTAL 5167.81
TOTAL 5942.98
Cost of each 600.24
Say 600.25
14.33 Providing and fixing bright finished brass flush bolts with necessary brass screws etc. complete :
14.33.1 250 mm
MATERIAL
404 Brass flush bolt 250 mm 150 each 10 1500

LABOUR
TOTAL 1724.52
TOTAL 1741.77
TOTAL 1986.49
TOTAL 2284.46
Cost of each 230.73
Say 230.75
14.33.2 150 mm
MATERIAL

LABOUR
TOTAL 1499.07
TOTAL 1514.06
TOTAL 1726.79
TOTAL 1985.81
Cost of each 200.57
Say 200.55
14.33.3 100 mm
MATERIAL

LABOUR
TOTAL 1099.07
TOTAL 1110.06
TOTAL 1266.02
TOTAL 1455.92
Cost of each 147.05
Say 147.05
14.34 Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary
Code brass screws etc. to suit shutter thickness complete
MATERIAL
417 Brass 150 mm floor door stopper (0.357kg) 160 each 10 1600

LABOUR
9999 Sundries (wooden plugs including fixing 2.12 L.S. 6.37 13.5
in the floor) 6.37
TOTAL 1742.17
TOTAL 1759.59
TOTAL 2006.81
TOTAL 2307.83
Cost of each 233.09
Say 233.1
14.35.1 300 mm
MATERIAL
418 Brass hard drawn hooks and eyes 300 mm 600 10 Nos 1 600
LABOUR
TOTAL 648.97
TOTAL 655.46
TOTAL 747.55
TOTAL 859.68
Cost of each 86.83
Say 86.85
14.35.2 250 mm
MATERIAL
LABOUR
TOTAL 622.97
TOTAL 629.2
TOTAL 717.6
TOTAL 825.24
Cost of 10 hooks and eyes 833.49
Cost of 1 hook and eye 83.35
Say 83.35
14.35.3 200 mm
MATERIAL
LABOUR
TOTAL 558.97
TOTAL 564.56
TOTAL 643.88
TOTAL 740.46
Cost of each 74.79
Say 74.8
14.35.4 150 mm
MATERIAL
LABOUR
TOTAL 448.97
TOTAL 453.46
TOTAL 517.17
TOTAL 594.75
Cost of each 60.07
Say 60.05
14.35.5 100 mm
MATERIAL
LABOUR
TOTAL 393.97
TOTAL 397.91
TOTAL 453.82
TOTAL 521.89
Cost of each 52.71
Say 52.7
14.36 Providing and fixing bright finished brass fan light pivot with necessary brass screws etc. complete.
MATERIAL
429 Brass fanlight pivot 168 10 Nos 1 168

LABOUR
TOTAL 300.65
TOTAL 303.66
TOTAL 346.32
TOTAL 398.27
Cost of each 40.23
Say 40.2
14.37 Providing and fixing 300 mm long bright finished brass chain with hook for fan light including
Code necessary brass screws etc. complete.
MATERIAL
430 Brass chain with hook for fan light catch 36 each 10 360

LABOUR
TOTAL 480.33
TOTAL 485.13
TOTAL 553.29
TOTAL 636.28
Cost of each 64.26
Say 64.25
14.38 Providing and fixing bright finished brass quadrant stay 300 mm long with necessary brass screws etc.
Code complete.
MATERIAL
427 Brass quadrant stays 300 mm 110 each 10 1100

LABOUR
TOTAL 1220.33
TOTAL 1232.53
TOTAL 1405.7
TOTAL 1616.56
Cost of 10 quadrant stayes 1632.73
Cost of each 163.27
Say 163.25
14.39 Providing and fixing bright finished brass helical door spring (superior quality).
MATERIAL
442 Brass helical spring 150 mm 290 each 10 2900

LABOUR
114 Beldar 645 day 0.2 129
TOTAL 3458.74
TOTAL 3493.33
TOTAL 3984.14
TOTAL 4581.76
Cost of each 462.76
Say 462.75
14.4 Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws
14.40.1 etc. complete.
125x70x4 mm (ordinary type)
MATERIAL
525 Chromium plated Brass butt hinges (light/ordinary) 805 10 Nos 1 805
type 125x70x4 mm 1

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 1286.98
TOTAL 1299.85
TOTAL 1482.48
TOTAL 1704.85
Cost of each 172.19
Say 172.2
100x70x4 mm (ordinary type)
MATERIAL
526 Chromium plated Brass butt hinges (light/ordinary) type 690 10 Nos 1 690
100x70x4 mm

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 1103.98
TOTAL 1115.02
TOTAL 1271.68
TOTAL 1462.43
Cost of 10 nos. 1477.05
Cost of each 147.71
Say 147.7
75x65x4 mm (heavy type)
MATERIAL
524 Chromium plated Brass butt hinges (heavy) type 75x65x4 905 10 Nos 1 905
.0 mm (200gms)

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 1227.12
TOTAL 1239.39
TOTAL 1413.52
TOTAL 1625.55
Cost of 10 nos. 1641.81
Cost of each 164.18
Say 164.2
75x40x2.5 mm (ordinary type)
MATERIAL
75x40x2.5 mm

LABOUR
114 Beldar 645 day 0.1 64.5
TOTAL 743.12
TOTAL 750.55
TOTAL 856
TOTAL 984.4
Cost of each 99.42
Say 99.4
50x40x2.5 mm (ordinary type)
MATERIAL
50x40x2.5 mm

LABOUR
TOTAL 308.65
TOTAL 311.74
TOTAL 355.54
TOTAL 408.87
Cost of each 41.3
Say 41.3
14.41 Providing and fixing 85x42 mm chromium plated brass pull bolt lock with necessary chromium plated
Code brass screws, nuts, bolts and washers etc. complete.
MATERIAL
2467 Chromium plated Brass pull bolt lock (locking bolt) of 172 each 10 1720
size 85 mmx42 mm with screws,bolts,nuts and washers
complete
LABOUR
TOTAL 1912
TOTAL 1931.12
TOTAL 2202.44
TOTAL 2532.81
Cost of 10 nos. 2558.14
Cost of each 255.81
Say 255.8
14.72 Providing and fixing double scaffolding system (cup lock type) on the exterior side, up to seven story
Code height made with 40 mm dia M.S. tube 1.5 m centre to centre,
Description horizontal
Rate & vertical
Unit Qtytubes joining
Totalwith
Details of cost for area 22.5m x 9.0m =202.5 sqm
14.72X Rate as per Item No.14.72X of SH:Repairs to Buildings 7911.85 each 1 7911.85

40mm dia MS pipe = 3765.42 kg
25mm spigot = 123.98 kg
Nuts & bolts = 37.80 kg
Clamp = 120 nos @ 1.00kg each = 120.00 kg
Challies = 90 nos @ 15.00kg each
= 1350.00 kg
Cup locks = 1314 nos @ 0.50kg each
= 657.00 kg
Total = 6054.20 kg = 6.054 tonne
LABOUR
116 Fitter (grade 1) 784 day 15.5 12152
114 Beldar 645 day 31 19995
9999 Sundries 2.12 L.S. 1035 2194.2
TOTAL 43135.24
TOTAL 43566.59
TOTAL 49687.7
TOTAL 57140.86
Cost of 202.50 sqm. 57712.27
Cost of 1 sqm. 285
Say 285
14.73 Providing and fixing bright finished brass casement window fasteners or peg stays to windows/
Code ventilators with necessary welding and machine screws etc. complete.
Details of cost for 10 nos (10 x 0.20 = 2.00 kg)
MATERIAL
423 Brass casement window fastener 45 each 10 450
9999 Fixing charges including welding and materials etc. 2.12 L.S. 125.58 266.23

TOTAL 723.95
TOTAL 731.19
TOTAL 833.92
TOTAL 959.01
Cost of 2.00kg window fasteners 968.6
Cost of 1 kg window fastener 484.3
Say 484.3
14.74 Providing and fixing 14 mm bright finished brass spring catch to steel centre hung ventilators with
Code necessary welding and machine screws etc. complete.
Details of cost for 10 nos
MATERIAL
428 Brass fanlight catch 170 10 Nos 1 170
9999 Fixing charges including welding and materials etc. 2.12 L.S. 125.58 266.23

TOTAL 443.95
TOTAL 448.39
TOTAL 511.39
TOTAL 588.1
Cost of 10 window fasteners 593.98
Cost of each 59.4
Say 59.4
14.75 Repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting
Code the patch in proper shape, raking out joints and preparing plastering
Description Rate theUnit
wall surface
Qtywith white
Total
MATERIAL
772 White cement based polymer modified self curing 15 kg 125 1875
compound in powder form
i/c 2% wastage
9977 Carriage of white cement based polymer modified self 2.12 L.S. 21.1 44.73
curing compound in powder form
LABOUR
114 Beldar 645 day 0.54 348.3
115 Coolie 645 day 1.29 832.05
9999 Scaffolding and sunderies 2.12 L.S. 15.21 32.25
TOTAL 4038.62
TOTAL 4079.01
TOTAL 4652.11
TOTAL 5349.93
Say 540.35
14.75A Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights
Code with coconut brushes, duster etc., removal of silt, rubbish from
Description Ratethe tankUnit
and cleaning
Qty the tankTotal
with
Details of cost for 10 tanks
1 tank is of 500 litres capacity i.e. 5000 litres
MATERIAL
1301 Bleaching powder 1800 quintal 0.025 45
2264 Carriage of Rubbish 163.93 cum 0.25 40.98
(asuming 0.040m depth of silt)
9999 Marking with paint i/c removal of existing markings 2.12 L.S. 30 63.6
LABOUR
117 Assistant Fitter or 2nd class Fitter 714 day 1 714
for opening ball cock wheel valve and other fittings
114 Beldar 645 day 1 645
for cleaning disinfecting etc
TOTAL 1508.58
TOTAL 1523.67
TOTAL 1737.75
TOTAL 1998.41
Cost of 5000 litres 2018.39
Cost of 1 litre 0.4
Say 0.4
14.76 Cleaning and desilting of gully trap chamber, including removal of rubbish mixed with earth etc. and
Code disposal of same, all as per the direction of Engineer-in-charge.
LABOUR
129 Sewerman 645 day 1 645
9999 T & P Bamboo, bucket, whell barrow etc. 2.12 L.S. 11.2 23.74
TOTAL 668.74
TOTAL 675.43
TOTAL 770.33
TOTAL 885.88
Cost of each 89.47
Say 89.45
14.77 Cleaning of chocked sewer line by diesel running vehicle mounting hydraulic operated high pressure
Code suction cum jetting sewer cleaning machine fitted with pumpRate
Description having 4000 litres suction
Unit Qty capacity and
Total
Details of Cost for 208 metres
MATERIAL
9999 Soap, brush, cloths & sundries 2.12 L.S. 345 731.4
8500 Water for jetting / blowback 1500 1000 0.002 3
litre
Machineries
87 Hire Charges of Suction Jeting machine 2200 PSI 40000 day 1 40000
machine i/c POL and operator
LABOUR
160 Technician 853 day 1 853
TOTAL 44443.4
TOTAL 44887.83
TOTAL 51194.57
TOTAL 58873.76
Say 285.9
14.78 Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of
Code slit and rubbish, all as per direction of Engineer-in-Charge. The
Description cleaning shall
Rate Unit consist
QtyfollowingTotal
Let a underground tank of capacity 272000
litre or 272 KL and area of tank is 570sqm
(a) Dewater and slit cleaning
Considering through pumping 20% of water to be
lifted, water discharge =(272 x 20/100=54.40KL)
Cost of pumping water with pump of capacity 4000
litres per hours , = (54.4/4 =13.6 hours = @ 8 hours/
day = 1.7 day)

11 Hire charges of Pump set of capacity 4000 litres/hour 700 day 1.7 1190
114 Beldar 645 day 10.88 7017.6

(b) Scrabing the internal surface of tank
114 Beldar 645 day 5.13 3308.85
115 Coolie 645 day 2.28 1470.6
101 Bhisti 714 day 2.28 1627.92
9999 Sundries 2.12 L.S. 142.5 302.1
(c) Bleaching
1301 Bleaching powder 1800 quintal 0.57 1026
6 Hire charges of Spraying machine including electric 250 day 14.25 3562.5
charges
138 Sprayer (for bitumen, tar etc.) 714 day 14.25 10174.5
(d) Air jetting
58 Air compressor 200 hour 2 400
114 Beldar 645 day 0.25 161.25
(e) Ultra Violet Radiation
85 Using cost of Ultra Violet Radiation tube 190 Hour 0.5 95
114 Beldar 645 day 0.0625 40.31
TOTAL 30376.63
TOTAL 30680.4
TOTAL 34991
TOTAL 40239.65
Cost of 570 sqm 40642.05
Cost of 1 sqm 71.3
Say 71.3
14.79 Disconnecting damaged overhead/terrace PVC water storage tank of any size from water supply line
Code and removing from the terrace including shifting at ground level
Description Rateas per direction
Unit ofQty
Engineer-in-
Total
Details of cost for 1 No
LABOUR
For disconnecting & dismantling of existing W/s line of
water storage tanks on terrace of Qtrs.
114 Beldar 645 day 0.1 64.5
For Bringing the tank at Ground Level
114 Beldar 645 day 0.2 129
9999 Sundries 2.12 L.S. 1.1 2.33
TOTAL 267.23
TOTAL 269.9
TOTAL 307.82
TOTAL 353.99
Cost for each 357.53
Say 357.55
14.8 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P"
14.80.1 trap including
Long dismantling
pattern W.C of 580x440
Pan of size old WC seat
mmand "S" or "P" trap at site complete with all operations
MATERIAL
1953 Vitreous china Indian type W.C. pan size 580 mm 475 each 1 475
1970 Vitreous china foot rests 250x125x25 mm 103 pair 1 103
1890 Centrifugally sand cast (spun) S&S "P" or "S" trap 325 each 1 325
9999 Cement sand & grit etc. 2.12 L.S. 13.36 28.32
Less for
1880 Dismantled "P" or "S" trap scrap (app. Wt 2 kg.) 25 kg -2 -50
LABOUR
(a) For dismantling WC seat and P or S trap
129 Sewerman 645 day 0.05 32.25
114 Beldar 645 day 0.2 129
(b) For Fixing WC seat and "P" or "S" trap
126 Mason 1st class 784 day 0.8 627.2
114 Beldar 645 day 0.8 516
TOTAL 2214.43
TOTAL 2236.57
TOTAL 2550.81
TOTAL 2933.43
Say 2962.75
14.8 Providing & fixing White vitreous china water closet squatting pan (Indian type) along with "S" or "P"
14.80.2 trap including
Orissa pattern dismantling of old
W.C Pan of size WC seat
580x440 mmand "S" or "P" trap at site complete with all operations
MATERIAL
1954 Vitreous china orrisa type W.C. pan size 580 mm 1290 each 1 1290
1890 Centrifugally sand cast (spun) S&S "P" or "S" trap 325 each 1 325
9999 Cement sand & grit etc. 2.12 L.S. 13.36 28.32
Less for
1880 Dismantled "P" or "S" trap scrap 25 kg -2 -50
(app. Wt 2 kg.) -2
LABOUR
(a) For dismantling WC seat and P or S trap
129 Sewerman 645 day 0.05 32.25
114 Beldar 645 day 0.125 80.63
(b) For Fixing WC seat and "P" or "S" trap
126 Mason 1st class 784 day 0.8 627.2
114 Beldar 645 day 0.8 516
TOTAL 2878.06
TOTAL 2906.84
TOTAL 3315.25
TOTAL 3812.54
Say 3850.65
14.81 Cutting holes of required size in brick masonry wall for fixing of exhaust fan including providing and
Code fixing 300 mm dia PVC pipe conforming BIS-12818 and making
Description good the Unit
Rate same etc. Qty
complete asTotal
per
Detail of Cost for 10 holes
Size 0.30x0.30x0.23 m wall
MATERIAL
12 mm plaster 1:4 (1 Cement: 4 Coarse sand)
Actual Area (10x4x0.3x0.23) = 0.296 + 0.24
L.S. For corners/sides = 3.00 Sqm
13.4.1 Rate as per Item No.13.4.1 of SH:FINISHING 307.25 sqm 3 921.75
7752 PVC slotted pipe 200 mm dia as per IS: 12818 810 metre 0.25 202.5
9999 Sundries 2.12 L.S. 8.06 17.09
LABOUR
Proportionate labour taken as actually required at site
(0.16/0.0306)= 0.11 Nos.
(0.16/0.030)x0.207 = 0.11 Nos.
114 Beldar 645 day 1.1 709.5
(1.25x0.207)/0.0306 =1.10 Nos.
9999 Add L.S. For Delay 2.12 L.S. 16.12 34.17
TOTAL 2049.79
(2049.79 - 921.75) = 1128.04
TOTAL 2061.07
on (2061.07 - 921.75) = 1139.32 x 0.1405
TOTAL 2221.14
except (A) i.e. on (2221.14 - 921.75) = 1299.39
TOTAL 2416.05
(2416.05 - 921.75) = 1494.3
Cost of each 243.1
Say 243.1
14.82 Dismantling W.C. Pan of all sizes including disposal of dismantled materials i/c malba all complete as
Code per directions of Engineer-in- Charge.
LABOUR
114 Beldar 645 day 0.125 80.63
9999 Sundries 2.12 L.S. 1 2.12
TOTAL 82.75
TOTAL 83.58
TOTAL 95.32
TOTAL 109.62
Cost of each 110.72
Say 110.7
14.83 Hacking of CC flooring including cleaning for surface etc. complete as per direction of the Engineer-in-
Code Charge.
LABOUR
114 Beldar 645 day 0.03 19.35
9999 Sundries 2.12 L.S. 1 2.12
TOTAL 21.47
TOTAL 21.68
TOTAL 24.73
TOTAL 28.44
Cost of 1 sqm 2.87
Say 2.85
14.84 Dismantling 15 to 40 mm dia G.I. pipe including stacking of dismantled pipes (within 50 metres lead)
Code as per direction of Engineer- in-Charge. (a) Internal Work- Exposed
Description Rate on wall
Unit Qty Total
LABOUR
9999 Dismantling of G.I. Pipe and stacking etc. 2.12 L.S. 10 21.2
TOTAL 21.2
TOTAL 21.41
TOTAL 24.42
TOTAL 28.08
Say 2.85
14.85 Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door
Code shutters to existing door frames, including replacement of hinges
Description Rate with screws,
Unit etc.Qtyas required, all
Total
Details of cost for one shutter (2.2 sqm)
Normal exiting size of shutter 1.00x2.02m =2.02sqm
MATERIAL
637 Bright finished or black enameled mild steel screws 40 60 100 Nos 0.24 14.4
mm 0.24
Assuming old hinges fixed in Tee iron frames
Half qty = 48/2=24 needs replacement
LABOUR
114 Beldar 645 day 0.18 116.1
TOTAL 265.32
TOTAL 267.97
TOTAL 305.62
TOTAL 351.46
Cost for 2.2 sqm or each shutter 354.97
Cost for 2.02 sqm or each shutter 325.96
Say 325.95
14.86 Providing and laying in situ seven course water proofing treatment with APP (Atactic poly-propylene)
Code modified Polymeric memberane over roof consisting of first coat
Description Rate of bitumen
Unit primer
Qty@ 0.40 litre per
Total
MATERIAL
APP modified polymeric felt (two layers) 1.5 mm thick
= 2x30 = 60 sqm + Add 10% wastage = 6 sqm. Total =

66 sqm
8200 A.P.P. modified polymeric felt (two layers) 1.5 mm thick 80 sqm 66 5280
316 Bitumen solution primer of approved quality 47 litre 12 564

0.4x30 = 12
approved quality
3x36 =108 kg = 0.108 tonne
9977 Carriage of polymeric felt 2.12 L.S. 7.8 16.54
9999 Preparing roof surface, cutting grooves and making good 2.12 L.S. 134.55 285.25
the same
LABOUR
131 Painter 714 day 2.16 1542.24
114 Beldar 645 day 3.24 2089.8
130 Mistry 784 day 0.18 141.12
9999 Sundries, brushes etc 2.12 L.S. 6.76 14.33
TOTAL 13790.09
TOTAL 13927.99
TOTAL 15884.87
TOTAL 18267.6
Say 615
14.87 Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene)
Unit primer
Qty@ 0.40 litre per
Total
MATERIAL
= 30 sqm
Add 10% wastage = 3 sqm

Total = 33 sqm
8201 A.P.P. modified polymeric felt (two layers) 2 mm thick 120 sqm 33 3960

0.4x30 = 12
approved quality
1.20x30x2 =72 kg = 0.072 tonne
the same
LABOUR
131 Painter 714 day 1.58 1128.12
114 Beldar 645 day 2.37 1528.65
130 Mistry 784 day 0.13 101.92
TOTAL 10197.28
TOTAL 10299.25
TOTAL 11746.29
TOTAL 13508.23
Say 454.8
14.88 Providing and laying in situ seven course water proofing treatment with APP (Atactic Polypropylene)
Unit primer
Qty@ 0.40 litre per
Total
MATERIAL
= 2x30 = 60 sqm
Add 10% wastage = 6 sqm
Total = 66 sqm
8201 A.P.P. modified polymeric felt (two layers) 2 mm thick 120 sqm 66 7920

0.4x30 = 12
approved quality
3course x 36 = 108 kg = 0.108 tonne
the same
LABOUR
131 Painter 714 day 2.16 1542.24
114 Beldar 645 day 3.24 2089.8
130 Mistry 784 day 0.18 141.12
TOTAL 16430.09
TOTAL 16594.39
TOTAL 18925.9
TOTAL 21764.79
Say 732.75
14.89 Providing and fixing APP (Atactic Polypropylene Polymer) modified prefabricated five layer 2 mm thick
14.89.1 water(for
2mm proofing membrane,
corrugated black finished reinforced with glass fibre matt consisting of a coat of
roof sheets)
MATERIAL
A.P.P. modified 2 mm thick = 30 sqm
Add 10% for wastage - 3 sqm
Total= 33 sqm
8203 A.P.P. modified 2 mm thick membrance reinforced with 130 sqm 33 4290
glass fibre matt
8206 Bitumen primer for bitumen membrance 85 litre 12 1020
9977 Carriage of bitumen membrance 2.12 L.S. 7.8 16.54
1241 Commercial LPG in cylinder 84 kg 7 588
9999 Preparing roof surface, cutting grooves 2.12 L.S. 49.53 105
LABOUR
159 Skilled torch operator for laying tack 784 day 2.16 1693.44
130 Mistry 784 day 0.18 141.12
114 Beldar 645 day 3.24 2089.8
9999 Sundries, brushes, bitumen torch etc 2.12 L.S. 23.4 49.61
TOTAL 9995.48
TOTAL 10095.43
TOTAL 11513.84
TOTAL 13240.92
Say 445.8
14.9 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm
14.90.1 thick
3 mmwater
thick proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of
MATERIAL
A.P.P. modified 3 mm thick = 30 sqm
Total = 33 sqm
glass fibre matt
LABOUR
130 Mistry 784 day 0.18 141.12
114 Beldar 645 day 3.24 2089.8
TOTAL 11975.48
TOTAL 12095.23
TOTAL 13794.61
TOTAL 15863.8
Say 534.1
14.91 Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3 mm
14.91.1 thick
3 mmwater
thick proofing membrane, black finished reinforced with non-woven polyester matt consisting
MATERIAL
A.P.P. modified 3 mm thick - 30 sqm
Total = 33 sqm
polyster matt
Fuel
LABOUR
130 Mistry 784 day 0.18 141.12
114 Beldar 645 day 3.24 2089.8
TOTAL 12635.48
TOTAL 12761.83
TOTAL 14554.87
TOTAL 16738.1
Say 563.5
14.92 Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness
Code 1 to 1.25 mm bonded to the membrane with intermittent touch
Description Rateby heating
Unitthe membrane
Qty by Total
Butane
MATERIAL
Geotextile 120 gsm membrance - 30 sqm
Add 5% for wastage - 1.50 sqm
Total= 31.50 sqm
8207 Geotextile 120 gsm membrance 45 sqm 31.5 1417.5
9977 Carriage of Geotextile 2.12 L.S. 7.8 16.54
LABOUR
or fitter 2.16 / 5 = 0.43
130 Mistry 784 day 0.04 31.36
0.18 / 5 = 0.04
114 Beldar 645 day 0.65 419.25
3.24-5 / 0.65
9999 Sundries, torch, LPG etc 2.12 L.S. 46.8 99.22
TOTAL 2320.99
TOTAL 2344.2
TOTAL 2673.56
TOTAL 3074.59
Say 103.5
14.93 Providing round the clock security guard without gun for watch & ward of Government premises and
Code its all belongings by deploying neatly dressed security guardsRate
Description in 8 hour'sUnit
shift including
Qty necessary
TotalT&P
Details of cost for 1 job (8hour's duty)
164 Security guard (without gun) 784 day 1 784
9999 Lathi,torch,dress & other sundries 2.12 L.S. 10 21.2
TOTAL 805.2
TOTAL 813.25
TOTAL 927.51
TOTAL 1066.64
Cost of 1 job 1077.31
Say 1077.3
14.94 Providing round the clock security guard with gun for watch & ward of Government premises and its
Code all belongings by deploying neatly dressed security guards inRate
Description 8 hour's shift
Unitincluding necessaryTotal
Qty T&P
Details of cost for 1 job (8hour's duty)
165 Security guard (with gun) 853 day 1 853
9999 Lathi,torch,uniform,wooden stick & other miscellaneous 2.12 L.S. 10 21.2
items
TOTAL 874.2
TOTAL 882.94
TOTAL 1006.99
TOTAL 1158.04
Cost of 1 job 1169.62
Say 1169.6
15.1 Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres
Code lead as per direction of Engineer- in-charge.
LABOUR
114 Beldar 645 day 0.44 283.8
115 Coolie 645 day 0.37 238.65
9999 Sundries 2.12 L.S. 1.04 2.2
TOTAL 524.65
TOTAL 529.9
TOTAL 604.35
TOTAL 695
Cost of 1.00 cum 701.95
Say 701.95
15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within
15.2.1 50 metresconcrete
Nominal lead as per direction
1:3:6 or richerofmix
Engineer - in - charge.
(i/c equivalent design mix)
LABOUR
114 Beldar 645 day 1.59 1025.55
115 Coolie 645 day 0.72 464.4
9999 Sundries 2.12 L.S. 4.81 10.2
TOTAL 1500.15
TOTAL 1515.15
TOTAL 1728.03
TOTAL 1987.23
Cost of 1.00 cum 2007.1
Say 2007.1
15.2 Demolishing cement concrete manually/ by mechanical means including disposal of material within
15.2.2 50 metresconcrete
Nominal lead as per direction
1:4:8 ofmix
or leaner Engineer - in - charge.
(i/c equivalent design mix)
LABOUR
114 Beldar 645 day 0.88 567.6
115 Coolie 645 day 0.55 354.75
9999 Sundries 2.12 L.S. 1.95 4.13
TOTAL 926.48
TOTAL 935.74
TOTAL 1067.21
TOTAL 1227.29
Cost of 1.00 cum 1239.56
Say 1239.55
15.3 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal
Code of unserviceable material within 50 metres lead as per direction
Description Rateof Engineer
Unit - in- charge.
Qty Total
LABOUR
114 Beldar 645 day 2.65 1709.25
115 Coolie 645 day 0.72 464.4
9999 Sundries 2.12 L.S. 7.02 14.88
TOTAL 2188.53
TOTAL 2210.42
TOTAL 2520.98
TOTAL 2899.13
Cost of 1.00 cum 2928.12
Say 2928.1
15.4 Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of
Code unserviceable material within 50 metres lead as per directionRate
Description of Engineer-in-
Unit charge.
Qty Total
LABOUR
114 Beldar 645 day 2.12 1367.4
115 Coolie 645 day 0.9 580.5
9999 Sundries 2.12 L.S. 4.68 9.92
TOTAL 1957.82
TOTAL 1977.4
TOTAL 2255.22
TOTAL 2593.5
Cost of 1.00 cum 2619.44
Say 2619.45
15.5 Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment
Code shall be made on the cross sectional area of R.C.C. or R.B. work)
Description Rateas per direction
Unit ofQty
Engineer- in-
Total
R.C.C. or R.B. workReinforced area considering 1%
reinforcement = 0.01sqm
LABOUR
For cutting 0.01 sqm reinforcement
103 Blacksmith 2nd class 714 day 0.5 357
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 13.39 28.39
TOTAL 707.89
TOTAL 714.97
TOTAL 815.42
TOTAL 937.73
Cost of 1.00 sqm 947.11
Say 947.1
15.6 Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.
6 metres long 16 mm dia bars @ 1.58 kg/metre
Total weight = 94.80 kg = 0.948 quintal
LABOUR
114 Beldar 645 day 0.5 322.5
9999 Sundries 2.12 L.S. 13.39 28.39
TOTAL 529.39
TOTAL 534.68
TOTAL 609.8
TOTAL 701.27
Cost of 94.80 kg 708.28
Cost of 1.00 kg 7.47
Say 7.45
15.7 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and
15.7.1 disposal
In of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
mud mortar
LABOUR
114 Beldar 645 day 0.3 193.5
115 Coolie 645 day 0.37 238.65
9999 Sundries 2.12 L.S. 1.04 2.2
TOTAL 434.35
TOTAL 438.69
TOTAL 500.33
TOTAL 575.38
Cost of 1.00 cum 581.13
Say 581.15
15.7.2 disposal
In of unserviceable
lime mortar material
with old mughal within 50 metres lead as per direction of Engineer-in-charge.
bricks
LABOUR
114 Beldar 645 day 1.24 799.8
115 Coolie 645 day 0.46 296.7
9999 Sundries 2.12 L.S. 1.04 2.2
TOTAL 1098.7
TOTAL 1109.69
TOTAL 1265.6
TOTAL 1455.44
Cost of 1.00 cum 1469.99
Say 1470
15.7.3 disposal
In of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
lime mortar
LABOUR
114 Beldar 645 day 0.44 283.8
115 Coolie 645 day 0.37 238.65
9999 Sundries 2.12 L.S. 1.04 2.2
TOTAL 524.65
TOTAL 529.9
TOTAL 604.35
TOTAL 695
Cost of 1.00 cum 701.95
Say 701.95
15.7.4 disposal
In cement ofmortar
unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
LABOUR
114 Beldar 645 day 1.06 683.7
115 Coolie 645 day 0.9 580.5
9999 Sundries 2.12 L.S. 2.47 5.24
TOTAL 1269.44
TOTAL 1282.13
TOTAL 1462.27
TOTAL 1681.61
Cost of 1.00 cum 1698.43
Say 1698.45
15.8 Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of
15.8.1 cleaned
From bricks
brick work shall be measured):
in mud mortar
LABOUR
114 Beldar 645 day 2.4 1548
115 Coolie 645 day 1.6 1032
9999 Sundries 2.12 L.S. 1.82 3.86
TOTAL 2869.46
TOTAL 2898.15
TOTAL 3305.34
TOTAL 3801.14
Cost of 1000 Nos 3839.15
Say 3839.15
15.8.2 cleaned
From bricks
in lime mortar
LABOUR
114 Beldar 645 day 2.8 1806
115 Coolie 645 day 1.4 903
9999 Sundries 2.12 L.S. 8.97 19.02
TOTAL 3299.22
TOTAL 3332.21
TOTAL 3800.39
TOTAL 4370.45
Cost of 1000 Nos 4414.15
Say 4414.15
15.8.3 cleaned
From bricks
in cement mortar
LABOUR
114 Beldar 645 day 3.5 2257.5
115 Coolie 645 day 1.5 967.5
9999 Sundries 2.12 L.S. 8.06 17.09
TOTAL 4127.45
TOTAL 4168.72
TOTAL 4754.43
TOTAL 5467.59
Cost of 1000 Nos 5522.27
Say 5522.25
15.9 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable
15.9.1 material
In and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-
lime mortar
LABOUR
114 Beldar 645 day 0.61 393.45
115 Coolie 645 day 0.49 316.05
9999 Sundries 2.12 L.S. 1.95 4.13
TOTAL 713.63
TOTAL 720.77
TOTAL 822.04
TOTAL 945.35
Cost of 1.00 cum 954.8
Say 954.8
15.9 Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable
15.9.2 material
In cementand disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-
mortar
LABOUR
114 Beldar 645 day 1.3 838.5
115 Coolie 645 day 1.04 670.8
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 1515.09
TOTAL 1530.24
TOTAL 1745.24
TOTAL 2007.03
Cost of 1.00 cum 2027.1
Say 2027.1
15.1 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work
15.10.1 manually/
In by mechanical means including stacking of serviceable and disposal of unserviceable
lime mortar
LABOUR
114 Beldar 645 day 0.78 503.1
115 Coolie 645 day 0.61 393.45
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 902.34
TOTAL 911.36
TOTAL 1039.41
TOTAL 1195.32
Cost of 1.00 cum 1207.27
Say 1207.25
15.1 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work
15.10.2 manually/
In by mechanical means including stacking of serviceable and disposal of unserviceable
cement mortar
LABOUR
114 Beldar 645 day 1.55 999.75
115 Coolie 645 day 1.19 767.55
9999 Sundries 2.12 L.S. 2.73 5.79
TOTAL 1773.09
TOTAL 1790.82
TOTAL 2042.43
TOTAL 2348.79
Cost of 1.00 cum 2372.28
Say 2372.3
15.11 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned
15.11.1 materials
In will be measured):
lime mortar
LABOUR
114 Beldar 645 day 0.2 129
115 Coolie 645 day 0.2 129
9999 Sundries 2.12 L.S. 0.52 1.1
TOTAL 294.8
TOTAL 297.75
TOTAL 339.58
TOTAL 390.52
Cost of 1.00 cum 394.43
Say 394.45
15.11 Removing mortar from and cleaning stones and concrete articles (net quantity of stacks of cleaned
15.11.2 materials
In cementwill be measured):
mortar
LABOUR
114 Beldar 645 day 0.4 258
115 Coolie 645 day 0.2 129
9999 Sundries 2.12 L.S. 0.91 1.93
TOTAL 424.63
TOTAL 428.88
TOTAL 489.14
TOTAL 562.51
Cost of 1.00 cum 568.14
Say 568.15
15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,
15.12.1 architrave,
Of area 3 sq.holdfasts etc. below
metres and complete and stacking within 50 metres lead :
LABOUR
114 Beldar 645 day 0.18 116.1
9999 Sundries 2.12 L.S. 1.43 3.03
TOTAL 226.23
TOTAL 228.49
TOTAL 260.59
TOTAL 299.68
Cost of each 302.68
Say 302.7
15.12 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats,
15.12.2 architrave,
Of holdfasts
area bey

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ABSTRACT OF COST

Name of the work : DSR-2019

S.H. No. Description of Sub-Head Amount (Rs)

01. Earth Work : 48934.67

Say Rs. 103,50,100/-

Estimate prepared with DSR - 2019 :: Estimate Code :DSR_19

2.1.1 All kinds of soil sqm 107.00

2.2.1 All kinds of soil cum 862.70

2.3.1 All kinds of soil cum 543.40

2.6.1 All kinds of soil cum 205.45

2.7.1 Ordinary rock cum 412.95

2.8.1 All kinds of soil. cum 286.85

2.9.1 Ordinary rock cum 523.50

2.10.1 All kinds of soil

2.13.1 Ordinary rock :

2.28.1 All kinds of soil sqm 28.15

2.29.1 All kinds of soil sqm 28.50

2.30.1 All kinds of soil each 89.90

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% litre 200.90

2.35.3.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration sqm 256.15

2.35.4.1 With Chlorpyriphos/Lindane E.C. 20% with 1% concentration metre 35.75

4.20.1 All works upto plinth level :

4.20A.1 All works upto plinth level

5.18.1 50 mm thick sqm 1580.90

5.33.1 All works upto plinth level

5.33A.1 All works upto plinth level

5.42.1 Coupler for 16 mm diameter reinforcement bar each 102.55

5.44.1 Floor Joint of 100 mm gap metre 5800.15

5.45.1 Wall Joint of 100 mm gap metre 4835.50

5.46.1 Roof Joint of 100 mm gap metre 5424.20

5.47.1 Door frame 125 mmx 60 mm metre 727.15

5.48.1 Reinforced Cement Concrete -M-50 cum 7734.60

6.3.1 With F.P.S.(non modular) bricks cum 8030.60

6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand) cum 8512.10

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 1043.10

6.26.1 From ground level upto plinth level cum 6849.50

6.27.1 From ground level upto plinth level cum 5588.65

6.28.1 From ground level upto plinth level cum 6500.85

6.30.1 From ground level upto plinth level cum 6439.20

6.31.1 From ground level upto plinth level cum 6240.25

6.36.1 Cement Mortar 1:4 ( 1 cement : 4 coarse sand) cum 6528.70

6.45.1 Cement mortar 1 : 3 (1 cement : 3 coarse sand) sqm 994.75

7.1.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 6653.45

7.2.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 8275.70

7.6.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7914.50

7.7.1 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 7380.35

7.12.1 One face dressed

7.13.1 One face dressed

7.14.1 One face dressed

7.15.1 One face dressed

7.20.1 Red sand stone cum 72673.00

7.21.1 Triangular or Square or rectangular pillars cum 3319.00

7.28.1 Red sand stone :

7.29.1 Red sand stone sqm 1448.05

7.32.1 Red sand stone cum 72090.35

7.33.1 Red sand stone sqm 12241.70

7.38.1 8mm thick (mirror polished and machine cut edge)

8.7.1 Gunmetal cramps kg 639.05

8.8.1 Wedge expansion type