DHA Asad
DHA Asad
DHA Asad
3 Internal Water Supply and Sewerage System 0.00 0.00 35,390.00 0.00 0.00
5 GIGA Speed Networking / Telephone System 0.00 0.00 35,390.00 0.00 0.00
7 Fire Alarm & Fire Extinguishers System 0.00 0.00 35,390.00 0.00 0.00
ABSTRACT OF COST
S.NO. DESCRIPTIONS Quantity. (M) Quantity. (Ft) Total Amount Rs. (M)
Chapter # : 01 CARRIAGE
Rate (British System)
Item Code Description
Unit Labour
Carriage of 100 cft / 5 tonne of all materials by
01-01-a 50 Meter 0.00
truck or other means : 1st 50 meter
Carriage of 100 cft / 5 tonne of all materials by
01-01-b 50 Meter 0.00
truck or other means : 2nd 50 meter
Carriage of 100 cft / 5 tonne of all materials by
01-01-c 50 Meter 0.00
truck or other means : 3rd to 5th 50 meter
Carriage of 100 cft / 5 tonne of all materials by
01-01-d 250 Meter 0.00
truck or other means : 250 to 1000 meter
Carriage of 100 cft / 5 tonne of all materials by
01-01-e km 0.00
truck or other means : 1st kilometer
Carriage of 100 cft / 5 tonne of all materials by
01-01-f km 0.00
truck or other means : 2nd - 5th kilometer
Carriage of 100 cft / 5 tonne of all materials by
01-01-g km 0.00
truck or other means : 6th to 10th kilometer
Carriage of 100 cft / 5 tonne of all materials by
01-01-h km 0.00
truck or other means : 11th & subsequent kilometer
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-a 50 Meter 0.00
by truck etc : 1st 50 meter
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-b 50 Meter 0.00
by truck etc : 2nd 50 meter
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-c 50 Meter 0.00
by truck etc : 3rd to 5th 50 meter
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-d 50 Meter 0.00
by truck etc : 250 - 1000 meter
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-e km 0.00
by truck etc : 1st kilometer
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-f km 0.00
by truck etc : 2nd - 5th kilometer
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-g km 0.00
by truck etc : 6th - 10th kilometer
Carriage of 1000 Nos. bricks or load upto 3 tonne
01-02-h km 0.00
by truck etc : 11th & subsequent kilometer
Carriage of cement(bag), bitumen/lubricants (drum)
01-03-a Tonne/50 M 0.00
by truck or other means : 1st 50 meter
Carriage of cement (bag) bitumen/lubricant (drum)
01-03-b Tonne/50 M 0.00
by truck or other means : 2nd 50 meter
Carriage of cement (bag), bitumen/lubricant (drum)
01-03-c Tonne/50 M 0.00
by truck or other means : 3rd to 5th 50 meter
Carriage of cement(bag), bitumen/lubricant (drum)
01-03-d Tonne/250 M 0.00
by truck or other means : 250 to 1000 meter
Carriage of cement(bags), bitumen/lubricant (drum)
01-03-e Tonne/1 K 0.00
by truck or other means : 1st kilometer
Carriage of cement(bag), bitumen/lubricant (drum)
01-03-f Tonne/1 K 0.00
by truck or other means : 2nd - 5th kilometer
Carriage of cement(bag), bitumen/lubricant (drum)
01-03-g Tonne/1 K 0.00
by truck or other means : 6th - 10th kilometer
Carriage of cement(bag), bitumen/lubricant (drum)
01-03-h Tonne/1 K 0.00
by truck or other means : 11th & subsequent km
Carriage of 100cft of sarkanda, pilchi, frash etc by
01-04-a 50 Meter 0.00
road or boat : 1st 50 meter
Carriage of 100cft of sarkanda, pilchi, frash etc by
01-04-b 50 Meter 0.00
road or boat : 2nd 50 meter
Carriage of 100cft of sarkanda, pichi, frash etc by
01-04-c 50 Meter 0.00
road or boat : 3rd to 5th kilometer
Carriage of 100cft of sarkanda, pilchi, frash etc by
01-04-d 250 Meter 0.00
road or boat : 250 to 1000 meter
Carriage of 100cft of sarkanda, pichi, frash etc by
01-04-e km 0.00
road or boat : 1st kilometer
Carriage of 100cft of sarkanda, pilchi, frash etc by
01-04-f km 0.00
road or boat : 2nd - 5th kilometer
Carriage of 100cft of sarkanda, pilchi, frash etc by
01-04-g km 0.00
road or boat : 6th - 10th kilometer
Carriage of 100cft of sarkanda, pilchi, frash etc by
01-04-h km 0.00
road or boat : 11th & subsequent kilometer
Carriage of small consignments upto 250kg 1st 50
01-05-a 50 Meter 0.00
meter
Carriage of small consigmnments upto 250 kg 2nd
01-05-b 50 Meter 0.00
50 meter
Carriage of small consignments upto 250 kg 3rd to
01-05-c 50 Meter 0.00
5th 50 meters
Carriage of small consignments upto 250 kg 250 -
01-05-d 250 Meter 0.00
1000 meter
Carriage of small consignments upto 250 kg 1st
01-05-e km 0.00
kilometer
Carriage of small consignments upto 250 kg 2nd to
01-05-f km 0.00
5th kilometer
Carriage of small consignments upto 250 kg 6th to
01-05-g km 0.00
10th kilometer
Carriage of small consignments upto 250 kg 11th &
01-05-h km 0.00
subsequent kilometer
01-06-a Carriage of consignments (odd job) Coolie load km 56.25
01-06-b Carriage of consignments (odd job) Donkey load km 0.00
01-06-c Carriage of consignments (odd job) Cart Load km 0.00
01-06-d Carriage of consignments (odd job) Camel load km 0.00
04-13 Dismantling brick work in lime or cement mortar 100 Cft 2,390.63
04-14 Dismantling cement block masonry 100 Cft 2,109.38
04-15 Dismantling Dhajji walling 100 Cft 562.50
04-16 Dismantling mud concrete 100 Cft 1,125.00
04-17 Dismantling lime concrete 100 Cft 1,546.88
04-18 Dismantling lime or cement concrete, under water 100 Cft 5,906.25
04-19-a Dismantling : Plain Cement Concrete 1:4:8 100 Cft 3,093.75
04-19-b Dismantling : Plain Cement Concrete 1:3:6 100 Cft 5,062.50
04-19-c Dismantling : Plain Cement Concrete 1:2:4 100 Cft 6,187.50
Dismantling : Cement Concrete with brick
04-19-d 100 Cft 1,687.50
aggregate
Dismantling : DPC of cement concrete 1.5" thick
04-19-e 100 Sft 764.44
and clearing the site
Dismantling RCC, separating reinforcement,
04-20 100 Cft 10,125.00
cleaning & straightening the same
Dismantling sirki sarkanda or thached roofing
04-21 100 Sft 337.50
supported on battens or ballies
Chapter # : 05 MORTAR
05-01 Lime Sand Mortar 1 : 2 (one Lime: 2 Sand) 100 Cft 1,828.13
05-02 Lime Sand Mortar 1 : 3 (one Lime: 3 Sand) 100 Cft 1,828.13
Lime Surkhi Mortar 1 : 1-1/2 (one Lime: 1-1/2
05-03 100 Cft 1,828.13
Surkhi)
05-04 Lime Surkhi Mortar 1 : 2 (one Lime: 2 Surkhi) 100 Cft 1,828.13
05-05 Lime Surkhi Mortar 1 : 3 (one Lime: 3 Surkhi) 100 Cft 1,828.13
Lime Sand And Surkhi Mortar 1 : 1 : 1 (one Lime: 1
05-06 100 Cft 1,828.13
Sand And : 1 Surkhi)
Lime Sand And Surkhi Mortar 1 : 2 : 1 (one Lime: 2
05-07 100 Cft 1,828.13
Sand And : 1 Surkhi)
Lime, Cement And Sand Mortar 1 : 1 : 3 (one Lime:
05-08 100 Cft 1,828.13
One Cement And : 3 Sand)
Lime, Cement And Sand Mortar 1 : 1 : 4 (one Lime:
05-09 100 Cft 1,828.13
One Cement And : 4 Sand)
Lime, Cement And Sand Mortar 1 : 1 : 5 (one Lime:
05-10 100 Cft 1,828.13
One Cement And : 5 Sand)
Lime, Cement And Sand Mortar 1 : 1 : 6 (one Lime:
05-11 100 Cft 1,828.13
One Cement And : 6 Sand)
Lime, Cement And Sand Mortar 1 : 1 : 7 (one Lime:
05-12 100 Cft 1,828.13
One Cement And : 7sand)
Lime, Cement And Sand Mortar 1 : 1 : 8 (one Lime:
05-13 100 Cft 1,828.13
One Cement And : 8 Sand)
Lime, Cement And Sand Mortar 1 : 1 : 9 (one Lime:
05-14 100 Cft 1,828.13
One Cement And : 9 Sand)
Lime, Cement And Sand Mortar 1 : 1 : 10 (one
05-15 100 Cft 1,828.13
Lime: One Cement And : 10 Sand)
Cement, Lime And Sand Mortar 1 : 2 : 6 (one
05-16 100 Cft 1,828.13
Cement: 2 Lime And : 6 Sand)
Cement, Lime And Sand Mortar 1 : 2 : 9 (one
05-17 100 Cft 1,828.13
Cement: 2 Lime And : 9 Sand)
Cement Sand Mortar 1 : 1 (one Cement: One
05-18 100 Cft 1,462.50
Sand)
Cement Sand Mortar 1 : 1-1/2 (one Cement: 1-1/2
05-19 100 Cft 1,462.50
Sand)
05-20 Cement Sand Mortar 1 : 2 (one Cement: 2 Sand) 100 Cft 1,462.50
Cement Sand Mortar 1 : 2-1/2 (one Cement: 2-1/2
05-21 100 Cft 1,462.50
Sand)
05-22 Cement Sand Mortar 1 : 3 (one Cement: 3 Sand) 100 Cft 1,462.50
05-23 Cement Sand Mortar 1 : 4 (one Cement: 4 Sand) 100 Cft 1,462.50
05-24 Cement Sand Mortar 1 : 5 (one Cement: 5 Sand) 100 Cft 1,462.50
05-25 Cement Sand Mortar 1 : 6 (one Cement: 6 Sand) 100 Cft 1,462.50
05-26 Cement Sand Mortar 1 : 7 (one Cement: 7 Sand) 100 Cft 1,462.50
05-27 Cement Sand Mortar 1 : 8 (one Cement: 8 Sand) 100 Cft 1,462.50
05-28 Clay Mortar. 100 Cft 2,503.13
05-29 Clay Mortar Mixed With Chipped Bhoosa Or Straw. 100 Cft 2,503.13
Clay Mortar Mixed With Cow-dung 1 : 1 (1 Clay: 1
05-30 200 Cft 2,643.75
Cow Dung).
White Cement And Sand Mortar1 : 3 (1 White
05-31 100 Cft 1,462.50
Cement 3 Sand)
Coloured Cement Mortar Made By Mixing White
Cement And Pigment Of Approved Shade (1 White
05-32 100 Cft 1,462.50
Cement Mixed With Pigment Of Approved Shade: 2
Sand)
White Cement And Sand Mortar1 : 2 (1 White
05-33 100 Cft 1,462.50
Cement 2 Sand)
Coloured Cement Mortar Made By Mixing Grey
Cement And Pigment Of Approved Shade (1 Grey
05-34 100 Cft 1,462.50
Cement Mixed With Pigment Of Approved Shade: 2
Sand)
Chapter # : 06 CONCRETE
06-32-a Breaking stone ballast screened & stacked 2" ring 100 Cft 1,968.75
06-32-b Breaking stone ballast screened & stacked 1.5" ring 100 Cft 2,250.00
06-32-c Breaking stone ballast screened & stacked 1" ring 100 Cft 2,531.25
06-32-d Breaking stone ballast screened & stacked 0.5" ring 100 Cft 3,375.00
Breaking stone ballast screened & stacked 1/8" to
06-32-e 100 Cft 5,625.00
1/4" ring
Screening and stacking stone ballast, shingle or
06-33 100 Cft 562.50
bajri etc
06-34 Washing ballast, bajri or shingle 100 Cft 562.50
Erecting and carting sun shades of precast RCC
06-35 Each 382.50
(upto 5"x 2.5")
PCC 1:3:6 in mass concrete less formwork using
06-36-a 100 Cft 3,451.50
50% boulders
PCC 1:3:6 in mass concrete less formwork using
06-36-b 100 Cft 3,445.88
40% boulders
PCC 1:3:6 in mass concrete less formwork using
06-36-c 100 Cft 3,445.88
30% boulders
PCC 1:4:8 in mass concrete less formwork using
06-37-a 100 Cft 3,445.88
50% boulders
PCC 1:4:8 in mass concrete less formwork using
06-37-b 100 Cft 3,445.88
40% boulders
PCC 1:4:8 in mass concrete less formwork using
06-37-c 100 Cft 3,445.88
30% boulders
Erecting & removing formwork to concrete in any
06-38-a 100 Sft 3,825.00
shape / position (Horizontal)
Erecting & removing formwork to concrete in any
06-38-b 100 Sft 4,387.50
shape / position (Vertical)
Erection and removal of steel Form work for RCC
06-39-a 100 Sft 534.38
or Plain Concrete horizontal
Erection and removal of steel Form work for RCC
06-39-b 100 Sft 416.25
or Plain Concrete vertical
Class A1 concrete in reinforcement/non
reinforcement concrete structure with minimum
cylinder compressive strength 3000 psi on 28 days
06-40-a 100 Cft 4,668.75
other than concrete in water and piles with
consistency range in slump 25-75 mm with water
cement ratio 0.58
Chapter # : 09 ROOFING
Chapter # : 10 FLOORING
10-01 Laying murum flooring complete as per specs 100 Sft 2,475.00
Earth flooring 6" thick consolidated layer of
10-02 100 Sft 829.69
moistened earth, including ramming
Provide, lay, water & ram clean coarse sand under
10-03-a 100 Cft 3,272.29
floor / brick paving, complete
Provide, lay, water & ram brick ballast 1.5" to 2"
10-03-b 100 Cft 6,547.39
guage mixed with 25% sand for floor foundations
Mud floor of 6" thick consolidated layer of moist
10-04 100 Sft 1,631.25
earth & finished off with 1" mud plaster
Dry brick paving laid flat,sand grouted, including
10-05 100 Sft 1,096.88
prep. of bed, by 1/2" thick mud plaster
Dry brick on edge paving, sand grouted, including
10-06 100 Sft 1,557.00
prep. of bed, by 1/2" thick mud plaster
Grouting 4.5" dry brick work with cement sand
10-07 100 Sft 1,068.75
mortar 1:5
Flat brick flooring laid in 1:6 c/s mortar over a bed
10-08 100 Sft 1,884.38
of 3/4" thick cement mortar 1:6
Brick on edge flooring, laid in 1:6 c/s mortar, over a
10-09 100 Sft 2,418.75
bed of 3/4" thick cement mortar 1:6
Brick tiles (12"x6"x2") laid in 1:6 c/s mortar, over a
10-10 100 Sft 1,884.38
bed of 3/4" thick c/s mortar 1:6
Brick tiles (9"x4.5"x1.5") laid flat in 1:3 c/s mortar
10-11 100 Sft 2,137.50
over a bed of 3/4" thick cement mortar 1:6
Cement tiles (8"x8"x3/4") laid flat in 1:2 c/s mortar,
10-12 - -
over 3/4" thick bed of c/s mortar 1:2
Cement concrete tiles laid in 1:2 c/s mortar over
10-13-a - -
3/4" thick bed of c/s mortar 1:2 : 12" x 12" x 1"
Cement concrete tiles laid in 1:2 c/s mortar over
10-13-b - -
3/4" thick bed of c/s mortar 1:2 : 9" x 9" x 3/4"
Cement concrete tiles laid in 1:2 c/s mortar over
10-13-c - -
3/4" thick bed of c/s mortar 1:2 : 6" x 6" x 3/4"
Coloured cement tile (8"x8"x3/4") of dark shade laid
10-14 100 Sft 2,829.38
flat in 1:2 c/s mortar over 3/4" mortar bed
Provide & lay topping of concrete 1:2:4, including
10-15-a 100 Sft 1,575.00
surface finishing & dividing in panels : 1" thick
Provide & lay topping of concrete 1:2:4, including
10-15-b 100 Sft 1,884.38
surface finishing & dividing in panels: 1.5" thick
Provide & lay topping of concrete 1:2:4, including
10-15-c 100 Sft 1,884.38
surface finishing & dividing in panels: 1.5" thick
Provide & lay topping of concrete 1:2:4, including
10-15-d 100 Sft 1,884.38
surface finishing & dividing in panels : 1.75" thick
Provide & lay topping of concrete 1:2:4, including
10-15-e 100 Sft 2,165.63
surface finishing & dividing in panels : 2" thick
Provide & lay topping of concrete 1:2:4, including
10-15-f 100 Sft 3,093.75
surface finishing & dividing in panels: 2.25" thick
Provide & lay topping of concrete 1:2:4, including
10-15-g 100 Sft 3,234.38
surface finishing & dividing in panels: 2.5" thick
Provide & lay topping of concrete 1:2:4, including
10-15-h 100 Sft 3,853.13
surface finishing & dividing in panels: 2.75" thick
Provide & lay topping of concrete 1:2:4, including
10-15-i 100 Sft 3,628.13
surface finishing & dividing in panels : 3" thick
Provide & laying conglomerate floor (two coat work)
with top layer of 1/2" thick wearing surface of one
part of cement 2 parts of stone chips passing 3/16"
10-16-a 100 Sft 3,543.75
sieve over bottom layer of cement concrete (1:3:6)
including surface finishing & dividing in panels: 1.5"
thick
Provide & laying conglomerate floor (two coat work)
with top layer of 1/2" thick wearing surface of one
part of cement 2 parts of stone chips passing 3/16"
10-16-b 100 Sft 2,531.25
sieve over bottom layer of cement concrete (1:3:6)
including surface finishing & dividing in panels:
1.75" thick
brackets etc
Providing and Fixing glazed earthen ware sink
14-08-a - -
including set of brackets, waste pipe etc : 25"x18"
Providing and Fixing glazed earthen ware sink
14-08-b - -
including set of brackets, waste pipe etc : 25"x18"
Providing and Fixing white glazed earthernware flat
14-09 Each 585.00
back urinal
Providing and Fixing glazed earthen ware low down
14-10-a Each 585.00
flushing cistern 3 gallons capacity : White
14-24-b Providing and Fixing CP bib-cock, heavy type : 1/2" Each 55.13
14-25 Providing and Fixing 1/2" CP tee stop cock Each 55.13
14-26-a Providing and Fixing CP shower rose : 1/2"x4" Each 55.13
14-26-b Providing and Fixing CP shower rose : 3/4"x6" Each 55.13
Providing and Fixing CP mixing valve for WHB, sink
14-27 Each 55.13
or shower
Providing and Fixing gun metal peet / gate valve
14-28-a Each 63.00
(screwed) 1" dia
Providing and Fixing gun metal peet / gate valve
14-28-b Each 63.00
(screwed) 1.25" dia
Providing and Fixing gun metal peet / gate valve
14-28-c Each 63.00
(screwed) 1.75" dia
Providing and Fixing gun metal peet / gate valve
14-28-d Each 63.00
(screwed) 2" dia
Providing and Fixing gun metal peet / gate valve
14-28-e Each 63.00
(screwed) 3" dia
Providing and Fixing CP or brass oxidized swan-
14-29-a Each 55.13
neck cock 1/2" dia : Single way
Providing and Fixing CP or brass oxidized swan-
14-29-b Each 63.00
neck cock 1/2" dia : Double way
Providing and Fixing CP or brass oxidized swan-
14-29-c Each 78.75
neck cock 1/2" dia : Three way
14-30-a Providing and Fixing brass union 1/2" dia Each 55.13
14-30-b Providing and Fixing brass union 3/4" dia Each 55.13
Providing and Fixing CI floor trap including CI
14-31-a Each 135.00
grating & concrete chamber all round : 4"x2"
Providing and Fixing CI floor trap including CI
14-31-b Each 135.00
grating & concrete chamber all round : 4"x3"
Providing and Fixing 'P' trap including GI grating &
14-32-a Each 121.50
PCC chamber 4" of cast iron
Providing and Fixing 'P' trap including GI grating &
14-32-b Each 121.50
PCC chamber 4" glazed
Providing and Fixing 4" gully trap with PCC,
14-33 including masonry chamber 1'x1' and PVC grating Each 202.50
6"x6"
Providing and fitting CI soil pipe with : Lead & yarn
14-34-a-01 Rft 41.16
caulked joint : 4" dia.
Providing and fitting CI soil pipe with : Lead & yarn
14-34-a-02 Rft 20.58
caulked joint : 2" dia.
Providing and fitting CI soil pipe with : Cement
14-34-b-01 Rft 41.16
caulked joint : 4" dia
Providing and fitting CI soil pipe with : Cement
14-34-b-02 Rft 20.58
caulked joint : 2" dia
Providing and Fixing AC soil pipe with cement
14-35-a Rft 10.29
caulked joint including all specials : 1—" i/d
Providing and Fixing AC soil pipe with cement
14-35-b Rft 12.35
caulked joint including all specials : 3—" i/d
Providing and Fixing AC soil pipe with cement
14-35-c Rft 20.58
caulked joint including all specials : 4" i/d
Providing and Fixing AC soil pipe with cement
14-35-d Rft 32.93
caulked joint including all specials : 6" i/d
Providing and Fixing CI specials, such as tees,
14-36-a Each 168.75
bends etc Lead caulked joint
Providing and Fixing CI specials, such as tees,
14-36-b Each 168.75
bends etc Cement caulked joint
Supply and Fixing CI manhole cover with frame etc
14-37-a Each 86.06
complete 12" dia
Supply and Fixing CI manhole cover with frame etc
14-37-b Each 86.06
complete 18" dia
Supply and Fixing CI manhole cover with frame etc
14-37-c Each 86.06
complete 24" dia
Providing & Fixing Steel manhole cover with frame
14-37-d Each 393.75
18"x18" full heavy duty
Providing and Fixing RCC pipe 4" dia, including
14-38 Rft 137.88
laying & jointing in trenches
14-39-a Providing and Fixing brass stop/bib cock : 1/2" dia Each 55.13
14-39-b Providing and Fixing brass stop/bib cock : 3/4" dia Each 55.13
Hoisting & Placing in position precast RC latrine
14-40 Each 421.88
seat
14-41-a Providing and Fixing CP waste coupling : 1.25" Each 63.00
14-41-b Providing and Fixing CP waste coupling : 1.5" Each 63.00
14-42-a Providing and Fixing rubber plug with chain : 1.25" Each 2.36
14-42-b Providing and Fixing rubber plug with chain : 1.5" Each 2.36
14-43-a Providing and Fixing waste pipe of PVC : 1.25" Each 55.13
14-43-b Providing and Fixing waste pipe of PVC : 1.5" Each 55.13
14-44-a Providing and Fixing flushing bend of PVC : 1.25" Each 39.38
14-44-b Providing and Fixing flushing bend of PVC : 1.5" Each 39.38
Providing and Fixing CP bottle trough with waste
14-45-a Each 63.00
pipe : 1.25" i/d
Providing and Fixing CP bottle trough with waste
14-45-b Each 63.00
pipe : 1.5" i/d
Providing and Fixing angle iron brackets for : WHB
14-46-a Each 63.00
and cistern
14-46-b Providing and Fixing angle iron brackets for : Sink Each 63.00
Providing and Fixing 1/2" dia connection including
14-47-a Each 23.63
check nuts etc Plastic rubber connection
Providing and Fixing 1/2" dia connection including
14-47-b Each 23.63
check nuts etc Copper connection
Providing and Fixing 1/2" dia connection including
14-47-c Each 23.63
check nuts etc CP connection
14-48-a Providing and Fixing brass ball float valve 1/2" dia Each 55.13
14-48-b Providing and Fixing brass ball float valve 3/4" dia Each 55.13
14-48-c Providing and Fixing brass ball float valve 1" dia Each 55.13
14-48-d Providing and Fixing brass ball float valve 1.25" dia Each 55.13
14-48-e Providing and Fixing brass ball float valve 1.5" dia Each 55.13
14-48-f Providing and Fixing brass ball float valve 2" dia Each 55.13
Providing and Fixing 4" dia MS high pressure
14-49-a Rft 154.73
seamwelded pipe & specials complete : 2" dia
Providing and Fixing 4" dia MS high pressure
14-49-b Rft 123.79
seamwelded pipe & specials complete : 1" dia
14-50-a Providing and Fixing Audco type valve : 4" dia Each 618.75
14-50-b Providing and Fixing Audco type valve : 2" dia Each 247.50
14-50-c Providing and Fixing Audco type valve : 1" dia Each 185.63
14-51-a Providing and Fixing pressure regulator : No. 103 Each 168.75
14-51-b Providing and Fixing pressure regulator : No. 043 Each 168.75
Providing and Fixing pressure regulator : People
14-51-c Each 168.75
type
Providing and Fixing high pressure flange type
14-52-a Each 618.75
valve : 4" dia
Providing and Fixing high pressure flange type
14-52-b Each 247.50
valve : 2" dia
Providing and Fixing high pressure flange type
14-52-c Each 123.75
valve : 1" dia
14-53 Providing and Fixing nipple or bush 1/4" to 3/8" i/d Each 23.63
14-54-a Providing and Fixing eclipse cock : 1" dia Each 123.75
14-54-b Providing and Fixing eclipse cock : 3/4" dia Each 123.75
Providing and Fixing GI pipe & including specials
14-55-a Rft 58.24
complete 2" dia (light)
Providing and Fixing GI pipe & including specials
14-55-b Rft 58.24
complete 1.5" dia (light)
Providing and Fixing GI pipe & including specials
14-55-c Rft 58.24
complete 1.25" dia (light)
Providing and Fixing GI pipe & including specials
14-55-d Rft 33.13
complete 1" dia (light)
Providing and Fixing GI pipe & including specials
14-55-e Rft 32.96
complete 3/4" dia (light)
Providing and Fixing GI pipe & including specials
14-55-f Rft 29.12
complete 1/2" dia (light)
14-56-a Providing and Fixing oxidized gas cock : 1" dia. Each 16.88
14-56-b Providing and Fixing oxidized gas cock : 3/4" dia. Each 16.88
14-56-c Providing and Fixing oxidized gas cock : 1/2" dia. Each 16.88
14-57-a Providing and Fixing brass gas cock : 1/2" dia Each 3.38
14-57-b Providing and Fixing brass gas cock : 3/4" dia Each 3.38
Providing and Fixing 1/4" CP or oxidized gas cock
14-58-a Each 20.25
Single way
Providing and Fixing 1/4" CP or oxidized gas cock
14-58-b Each 33.75
Two way
Providing and Fixing 1/4" CP or oxidized gas cock
14-58-c Each 54.00
Three way
Providing and Fixing approved best quality light
14-59-a Each 675.00
burners Single
Providing and Fixing approved best quality light
14-59-b Each 675.00
burners Double
Providing and Fixing approved best quality gas
14-60-a Each 675.00
room heaters Single pannel
Providing and Fixing approved best quality gas
14-60-b Each 675.00
room heaters Double pannel
Providing and Fixing approved best quality cooking
14-61-a - -
range with 2 burners & oven
Providing and Fixing approved best quality cooking
14-61-b - -
range with 2 burners, oven & rostary
Providing and Fixing approved best quality cooking
14-61-c Each 675.00
range with 3 burners, oven & hot case
15-89 Supply and erection of kit kat 500 volts 30/35 Amp -
15-90 Supply and erection of kit kat 500 volts 60/65 Amp -
15-91 Supply and erection of kit kat 500 volts 100 Amp -
15-92 Supply and erection of kit kat 500 volts 200 Amp -
15-93 Supply and erection of kit kat 500 volts 300 Amp -
15-94 Supply and erection of kit kat 500 volts 400 Amp -
Providing & Fixing Honda Generator EP 2500ex,
15-95-a -
2.2 KVA Petrol driven.
Providing & Fixing Honda Generator EP 2500ex,
15-95-b -
2.2 KVA Petrol-cum-Gas driven
Providing & Fixing Honda Generator EP 2800ex,
15-95-c -
3.1 KVA Petrol-cum-Gas driven.
Providing & Fixing Honda Generator EP 2800ex,
15-95-d
3.1 KVA Petrol driven.
16-26-a Pile Load Testing : Max Load up to 240 tonne Job 0.00
16-26-b Pile Load Testing : Max Load 240 - 300 tonne Job 0.00
16-26-c Pile Load Testing : Max Load 300 - 360 tonne Job 0.00
16-26-d Pile Load Testing : Max Load 360 - 600 tonne Job 0.00
Boring for Cast-in-place RCC Piles in Alluvial Soils :
16-27-a 100 Rft 0.00
Dia up to 760mm
Boring for Cast-in-place RCC Piles in Alluvial Soils :
16-27-b 100 Rft 0.00
Dia 760 - 1220 mm
Boring for Cast-in-place RCC Piles in Alluvial Soils :
16-27-c 100 Cft 0.00
Dia 1220 - 2000 mm
Boring for Cast-in-place RCC Piles in Gravelly Soils
16-28-a 100 Rft 0.00
: Dia up to 660mm
Boring for Cast-in-place RCC Piles in Gravelly Soils
16-28-b 100 Rft 0.00
: Dia 660 - 910 mm
Supply fabricate & install welded MS lining in piles
16-29 Cwt 725.63
of thickness as per specs/drwg
Supply and Fixing Neoprene Bearing Pad as per
16-30-a Cubic Inch 4.49
specs & design
Supply and Fixing Steel Bearing Pads as per specs
16-30-b Cwt 1,485.90
& design
Supply and Fixing spirally wound sheath of 50mm
16-34 dia. for pre-stressing of cables in precast conc. 100 Rft 925.82
girders
Supply and Fixing stressing anchorages for high
16-35 Set 151.88
tensile steel wire cables in precast girders
Launching girders in place, including lifting & handli
16-36 any number of time including temporary works Ft 463.02
comp
16-37 Stressing Cable of High Tensile Steel Wire Strands Each 945.00
16-38 Inject Cement Grout in Sheath Pipe after stressing 100 Rft 685.78
Cut off projecting wire ends of cables & make good
16-39 Each 155.36
anchorage recess with 1:2:4 cem. conc.
Supply and place in position MS expansion joint
16-40 Cwt 1,600.20
assemblies as specified & as per drawing
Supply and place in position galvanised steel 3" dia
16-41 Each 157.50
drain scuppers in deck slab as per specs/drwg
16-42 Providing and Fixing rain water outlet of AC pipe Each 78.75
Supply and Fixing polystrene fill in expansion joints
16-43 100 Cft 3,828.38
& under diaphragms at transoms.
Providing and Laying expansion joint of neoprene
16-44 100 Rft 6,790.50
strip 4"x1/4" and plastic bitumen
Repair to cracks to reinforced or plain cement
concrete work by grouting with cement gun in (1:2)
16-46 100 Rft 2,503.13
cement sand mortar including cutting the chase of
required size.
Dismantling bitumen carpet of any description from
16-47 existing roads surface including its removal and 100 Sft 562.50
disposal within 3 chains lead as desired.
Removing the existing worn out bitumanious
surface having pot holes and ruts in patches of
16-48 regular shape brushing and re-carpeting with 1" 100 Sft 1,279.97
thick (consolidated) asphalt macadam as per
specifications.
Providing and Laying 1" thick(consolidated) asphalt
macadam with liquid asphalt (cut backs) of any
16-49 100 Sft 858.09
approved grade with premixed sand seal coat, as
specified.
Removing the existing worn out bitumanious
surface pot holes and ruts in patches of regular
16-50 shape brushing and re-carpeting with 2" 100 Sft 1,355.57
thick(consolidated) asphalt macadam as per
specificaiton complete
Providing and Laying 2" thick (consolidated) asphalt
macadam with liquid asphalt(cut backs) of
16-51 100 Sft 933.69
approved grade with precoated bajri seal coat as
specified.
Removing of existing worn out bitumanious surface
pot holes and ruts in patches and re-carpeting with
16-52 3" thick(consolidated) asphalt macadam as per 100 Sft 1,717.88
specifiedcomplete including disposal of excavated
stuff within one chain
Providing and Laying 3" thick (consolidated) asphalt
macadam with liquid asphalt(cut backs) of
16-53 100 Sft 1,296.00
approved grade with precoated bajri seal coat as
specified.
Surface dressing with bituman 80/100 or any other
approved grade on a primary coat of liquid asphalt
(cut backs) of any approved grade primer at
16-54 100 Sft 38.19
22lbs&bituman at 35lbs with 5cft of 1/2 standard
size bajri per %sft of road surface complete with
rolling.
Providing and Laying PVC pipe (b) 8" dia in foot
16-55 10 Rft 67.50
path of bridge for utilities.
Providing and filling sand behind abutment of
16-56 100 Cft 1,341.00
bridges, culverts.
Formation of shoulder with permeable material
16-57 Passing less than 7 % from 200 seive and P.I less 1000 Cft 1,903.50
than 4 as specified.
16-58-a Cold Milling of asphalt concrete 0-70 mm 100 Sft 84.38
16-58-b Cold Milling of asphalt concrete 0-50 mm 100 Sft 56.25
16-58-c Cold Milling of asphalt concrete 0-30 mm 100 Sft 33.75
16-59 Seal Coat / Pad Coat 100 Sft 222.75
Providing and Laying Asphalt concrete in pot holes/
16-60 deep patching upto 30 cm including ramming 100 Cft 3,487.50
completel
Grooving in existing BT road of size 4x4 cm @ 2
16-61 meter c/c. Leveling dressing and compaction with 100 Sft 348.75
power roller of
existing base coarse layer after asphalt
16-62 100 Sft 720.00
scarification.
Providing and fixing kerb stone (12"x18"x6") in
16-63-a cement sand mortar 1:3 in center media or round 100 Rft 2,137.50
about as specified.
Providing and fixing kerb stone (12"x14"x6") in
16-63-b cement sand mortar 1:3 in center media or round 100 Rft 2,137.50
about as specified.
Providing and fixing kerb stone (12"x12"x6") in
16-63-c cement sand mortar 1:3 in center media or round 100 Rft 2,137.50
about as specified.
16-64 Bailing out water by Mechanical mean. 100 Cft 11.81
Pavement marking in reflective thermoplast paint
16-65-a 100 Rft 309.38
with glass beads for line 15 cm width.
Pavement marking in reflective thermoplast paint
16-65-b 100 Rft 309.38
with glass beads for line 20 cm width.
Pavement marking in non-reflective thermoplast
16-66-a 100 Rft 309.38
paint for line 15 cm width.
Pavement marking in non-reflective thermoplast
16-66-b 100 Rft 309.38
paint for line 20 cm width.
Pavement marking in reflective chlorinated rubber
16-67-a 100 Rft 309.38
paint with glass beads for line 15 cm width.
Pavement marking in reflective chlorinated rubber
16-67-b 100 Rft 309.38
paint with glass beads for line 20 cm width.
Pavement marking in reflective chlorinated rubber
16-68-a 100 Rft 309.38
paint for line 15 cm width.
Pavement marking in reflective chlorinated rubber
16-68-b 100 Rft 309.38
paint for line 20 cm width.
Providing & laying stone soling in water logged
16-69 area including granular filling & compaction 100 Cft 1,096.88
complete.
Tucking and chipping of road surface before hot
16-70 100 Sft 281.25
surface dressing over existing road.
16-71 Leveling course on existing surface of road. 100 Cft 610.65
Jack Anchorage For 20 to 24 Wires 0.5" Strand
16-72-a (Comprising Trumpet, Stressing Block & Wedges Each 151.88
Complete)
Jack Anchorage For 16 to 19 Wires 0.5" Strand
16-72-b (Comprising Trumpet, Stressing Block & Wedges Each 151.88
Complete)
Jack Anchorage For 10 to 12 Wires 0.5" Strand
16-72-c (Comprising Trumpet, Stressing Block & Wedges Each 151.88
Complete)
Jack Anchorage For 13 to 15 Wires 0.5" Strand
16-72-d (Comprising Trumpet, Stressing Block & Wedges Each 151.88
Complete)
Jack Anchorage For 8 to 9 Wires 0.5" Strand
16-72-e (Comprising Trumpet, Stressing Block & Wedges Each 151.88
Complete)
Jack Anchorage For 5 to 7 Wires 0.5" Strand
16-72-f (Comprising Trumpet, Stressing Block & Wedges Each 151.88
Complete)
Jack Anchorage For upto 4 Wires 0.5" Strand
16-72-g (Comprising Trumpet, Stressing Block & Wedges Each 151.88
Complete)
Un-galvanized Sheath for 20 to 24 Wires 0.5"
16-73-a Rft 9.25
Strand Cable
Un-galvanized Sheath for 16 to 19 Wires 0.5"
16-73-b Rft 9.25
Strand Cable
Un-galvanized Sheath for 13 to 15 Wires 0.5"
16-73-c Rft 9.25
Strand Cable
Un-galvanized Sheath for 10 to 12 Wires 0.5"
16-73-d Rft 9.25
Strand Cable
Un-galvanized Sheath for 8 to 9 Wires 0.5" Strand
16-73-e Rft 9.25
Cable
Un-galvanized Sheath for 5 to 7 Wires 0.5" Strand
16-73-f Rft 9.25
Cable
Un-galvanized Sheath for upto 4 Wires 0.5" Strand
16-73-g Rft 9.25
Cable
Stressing and Grouting for Cables upto 24/0.5"
16-73-h Each 877.50
(Single End Stressing).
Stressing and Grouting for Cables ranging from
16-73-i Each 585.00
13/0.5" to 24/.05" (Single End Stressing).
Stressing and Grouting for Cable below 13/0.5"
16-73-j Each 405.00
(Single End Stressing).
18-03-b Driving steel piles to depth of: More than 15' to 25' Rft 125.36
18-03-c Driving steel piles to depth of: More than 25' to 30' Rft 130.92
18-04 Dolleying piles upto 5' Each 247.50
18-05 Drilling holes in piles by hand Each 30.38
18-06 Raising and lowering machine Each 9,848.25
18-07-a Turning Machine : 90 Job 5,737.50
18-07-b Turning Machine : 135 Job 7,200.00
18-07-c Turning Machine : 180 Job 9,337.50
18-08 Travelling machine (light) 50 meter 9,090.00
18-09 Loading and unloading piles tonne 208.13
Carriage of piling machine under different
18-10 50 meter 4,471.88
conditions
18-11 Erecting piling machines Each 23,715.00
18-12 Dismantling piling machine Each 23,715.00
Supply & fill used cotton bags 1.25 cft capacity with
19-03-d Each 56.81
sand or earth, sewing & stacking : Under Water
Chapter # : 20 OUTLETS
Earthwork for Outlets : Exc/Refill/Ram/Puddle Upto
20-01-a Job 1,406.25
50 cusecs channel discharge
Earthwork for outlets : Exc/Refill/Ram/Puddle 51-
20-01-b Job 1,856.25
100 cusecs channel discharge
Earthwork for outlets : Exc/Refill/Ram/Puddle 101-
20-01-c Job 2,812.50
200 cusecs channel discharge
Earthwork for outlets : Exc/Refill/Ram/Puddle 201-
20-01-d Job 3,796.88
350 cusecs channel discharge
Earthwork for Outlets : Ex/Refill/Ram/Puddle Over
20-01-e Job 5,625.00
350 cusecs channel discharge
Chapter # : 23 SEWERAGE
Providing and Laying RCC pipe, moulded with
23-01-a cement concrete 1:1.5:3, including cost of Rft 81.46
reinforcement, testing etc : 4" dia:
Providing and Laying RCC pipe, moulded with
23-01-b cement concrete 1:1.5:3, including cost of Rft 89.18
reinforcement, testing etc : 6" dia:
Providing and Laying RCC pipe, moulded with
23-01-c cement concrete 1:1.5:3, including cost of Rft 107.18
reinforcement, testing etc : 9" dia:
Providing and Laying non-reinforced concrete pipe,
23-02-a moulded with cement concrete 1:1.5:3 complete : Rft 68.60
4" internal diameter
Providing and Laying non-reinforced concrete pipe,
23-02-b moulded with cement concrete 1:1.5:3 complete : Rft 89.18
6" i/d
Providing and Laying non-reinforced concrete pipe,
23-02-c moulded with cement concrete : 9" i/d wall Rft 130.34
thickness 1".
Providing and Laying RCC pipe sewers complete
23-03-a-01 Rft 222.94
As per ASTM C-76-79, Class II : 12" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-02 Rft 274.39
As per ASTM C-76-79, Class II : 15" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-03 Rft 334.41
As per ASTM C-76-79, Class II : 18" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-04 Rft 401.68
As per ASTM C-76-79, Class II : 21" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-05 Rft 445.88
As per ASTM C-76-79, Class II : 24" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-06 Rft 600.06
As per ASTM C-76-79, Class II : 27" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-07 Rft 668.83
As per ASTM C-76-79, Class II : 30" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-08 Rft 728.85
As per ASTM C-76-79, Class II : 33" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-09 Rft 796.76
As per ASTM C-76-79, Class II : 36" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-10 Rft 1,028.96
As per ASTM C-76-79, Class II : 42" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-11 Rft 1,183.31
As per ASTM C-76-79, Class II : 48" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-12 Rft 1,543.45
As per ASTM C-76-79, Class II : 54" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-a-13 Rft 2,126.52
As per ASTM C-76-79, Class II : 60" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-a-14 Rft 2,922.26
As per ASTM C-76-79, Class II : 66" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-a-15 Rft 3,970.08
As per ASTM C-76-79, Class II : 72" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-b-01 Rft 222.94
As per ASTM C-76-79, Class III : 12" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-b-02 Rft 274.39
As per ASTM C-76-79, Class III : 15" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-b-03 Rft 334.41
As per ASTM C-76-79, Class III : 18" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-b-04 Rft 401.30
As per ASTM C-76-79, Class III : 21" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-b-05 Rft 445.88
As per ASTM C-76-79, Class III : 24" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-b-06 Rft 600.28
As per ASTM C-76-79, Class III : 27" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-b-07 Rft 668.83
As per ASTM C-76-79, Class III : 30" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-08 Rft 728.85
As per ASTM C-76-79, Class III : 33" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-09 Rft 797.38
As per ASTM C-76-79, Class III : 36" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-10 Rft 1,028.96
As per ASTM C-76-79, Class III : 42" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-11 Rft 1,183.73
As per ASTM C-76-79, Class III : 48" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-12 Rft 1,543.45
As per ASTM C-76-79, Class III : 54" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-13 Rft 2,126.52
As per ASTM C-76-79, Class III : 60" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-14 Rft 2,906.82
As per ASTM C-76-79, Class III : 66" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-b-15 Rft 3,970.08
As per ASTM C-76-79, Class III : 72" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-C-01 Rft 222.94
As per ASTM C-76-79, Class IV : 12" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-C-02 Rft 274.39
As per ASTM C-76-79, Class IV : 15" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-03 Rft 334.41
As per ASTM C-76-79, Class IV : 18" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-04 Rft 401.30
As per ASTM C-76-79, Class IV : 21" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-05 Rft 445.88
As per ASTM C-76-79, Class IV : 24" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-06 Rft 600.07
As per ASTM C-76-79, Class IV : 27" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-07 Rft 668.83
As per ASTM C-76-79, Class IV : 30" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-08 Rft 728.85
As per ASTM C-76-79, Class IV : 33" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-09 Rft 796.35
As per ASTM C-76-79, Class IV : 36" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-10 Rft 1,028.96
As per ASTM C-76-79, Class IV : 42" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-11 Rft 1,183.73
As per ASTM C-76-79, Class IV : 48" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-12 Rft 1,543.45
As per ASTM C-76-79, Class IV : 54" i/d, Wall B
Providing and Laying RCC pipe sewers complete
23-03-C-13 Rft 2,126.52
As per ASTM C-76-79, Class IV : 60" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-14 Rft 2,906.82
As per ASTM C-76-79, Class IV : 66" i/d, Wall B
Providing and Laying RCC pipe sewers Complete
23-03-C-15 Rft 3,970.08
As per ASTM C-76-79, Class IV : 72" i/d, Wall B
Lowering of sub-soil water table by tubewells Upto
23-04-a Rft 0.00
1 ftbelow SSWL
Lowering of sub-soil water table by tubewells 0 - 2
23-04-b Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewell 0 - 3 ft
23-04-C Rft 0.00
below SSWL
Lowering of sub-soil water table by tubewells 0 - 4
23-04-d Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 5
23-04-e Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 6
23-04-f Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 7
23-04-g Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 8
23-04-h Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 9
23-04-i Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 10
23-04-j Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 11
23-04-k Rft 0.00
ft below SSWL
Lowering of sub-soil water table by tubewells 0 - 12
23-04-1 Rft 0.00
ft below SSWL
Constructing gully grating chamber complete With
23-05-a Each 1,537.19
CI
gully trap,weighing 81 lbs. frame hinged
Constructing gully grating chamber complete
23-05-b Each 1,537.19
Concrete gully trap
Fixing manhole frame and cover in RCC slab,
23-06 Set 1,153.13
including carriage to site
Providing and Fixing 3" thick RCC manhole cover,
23-07 22" dia with tee shaped CI frame of 20" clear i/d Set 2,696.33
complete
RCC manhole cover 22" dia with: Tee shaped CI
23-08-a Set 3,755.50
frame, 22" i/d complete
RCC manhole cover 22" dia with: 3"x3"x1/4" angle
23-08-b Set 3,751.13
iron frame, 22" i/d complete
24-49-g Providing and Fixing Brass peet / gate valve 4" dia Each 63.00
Chapter # : 26 MISCELLANEOUS
Supplying bamboo jhandies 10' to 12' with iron
26-01 Each 73.13
shoes and flags 15" square
Supplying wooden pegs for levelling 1.5" square 6"
26-02 100 No. 295.31
long
Supplying wooden pegs for alignment, 2" to 3"
26-03 100 No. 1,040.63
square, 9" long
Fixing enamelled iron gauges flush with masonry
26-04 Each 1,575.00
including cost of hooks
Supply & fix boundry pillars in position, including
26-05 Each 281.25
digging pits
DEPARTMENT
RIAGE
ritish System) Rate (Metric System)
Spec. No
Composite Unit Labour Composite
- - - -
185.63 tonne 185.63 185.63
- - - -
- - - -
703.13 100 No. 703.13 703.13
G (DEMOLITION)
478.13 m3 168.85 168.85
703.13 m3 248.31 248.31
1,687.50 m3 595.94 595.94
843.75 m3 297.97 297.97
1,125.00 m3 397.29 397.29
1,406.25 m3 496.61 496.61
1,687.50 m3 595.94 595.94
1,125.00 m3 397.29 397.29
1,406.25 m3 496.61 496.61
1,012.50 m3 357.56 357.56
281.25 m3 99.32 99.32
703.13 m3 248.31 248.31
478.13 m3 168.85 168.85
RTAR
14,787.60 m3 645.60 5,222.20
12,491.32 m3 645.60 4,411.27
12,752.82 m3 645.60 4,503.62
10,988.45 m3 645.60 3,880.54
8,781.69 m3 645.60 3,101.23
11,833.94 m3 645.60 4,179.12
CRETE
MASONRY
MASONRY
OFING
ORING
6,784.04 m2 266.31 729.96
2,124.92 m2 89.27 228.64
- - - -
- - - -
- - - -
- - - -
RENDERING
715.74 m2 51.81 77.01
EN/ALUMINIUM JOINERY
6,944.38 m3 20,857.74 245,238.88
D VARNISHING
199.05 m2 14.53 21.42
217.35 m2 14.53 23.39
281.25 m2 30.26 30.26
- - - -
- - - -
- - - -
- - - -
- - - -
STALLATIONS
40.47 m 40.51 132.77
- - - -
- - - -
- - - -
- - - -
- - - -
973.34 k
g 12.66 973.34
195.66 k
g 12.66 195.66
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
-
- - - -
-
- - - -
-
- - - -
ND BRIDGES
7,012.25 k
g 31.36 137.44
F CANALS
644.63 m2 69.36 69.36
T PILING
253.13 Cut 253.13 253.13
273.38 Cut 273.38 273.38
92.44 m 303.27 303.27
DIVERSION WORKS
1,068.75 m3 377.43 377.43
2,025.00 m2 217.89 217.89
- - - -
- - - -
- - - -
- - - -
- - - -
- - - -
4,030.00 m3 238.37 1,423.18
4,170.63 m3 288.04 1,472.84
27.56 Each 27.56 27.56
LETS
1,406.25 Job 1,406.25 1,406.25
OF WELLS
417.32 m3 147.38 147.38
DRAINAGE
ERAGE
D WATER SUPPLY
WORK
18.01 m 59.08 59.08
5.91 m 19.38 19.38
48.39 m 158.76 158.76
ANEOUS
DELETED
The rate include checking and weighing the tins
DELETED
DELETED
The rate is aplicable
where the earth of the bed to be removed is of the type of ordinary
soil.When it is silt or soft soil, it will be paid per item No 03-01-a, 03-01-b
or 03-02 above, whichever is applicable. The XEN will specify drains of
each categor
The rate includes hire charges of machinery, cost of fuel, lubricants, pay
of driver and cleaner. The rate also includes clearing and grubbing
where necessary.
Tools and plants shall be the liability of the contractor.
This rate shall be aplicable upto 250m total distance, including the lead
covered in the item of earth work.
This rate will be paid in addition to the rate of earth work, without
deducting the lead covered in the item of earth work
The rate alslo inlcude hire charges of machinery, cost of fuel, lubricant,
pay of driver and cleaner etc
Dag belling for layout of borrow pit, to be done by contractor at their own
cost.
Area ploughed bo be measured
The rate does not include back filling after laying of sewer, which is
payable seperately.
The rate does not include back filling after laying of pipe line, which is
payable separately.
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively.
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively against item No 04-12, 04-13, 04-14 and
04-15
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively against item No 04-17, 04-19, and 04-20
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively against item No 04-22-a, 04-22-b, 04-26,
04-27 and 04-30
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively against item No 04-31 and 04-32
a) The rate does not include the cost of excavation and refilling of
trench, or the demoliation of any masonry or brick work.
b) Bends, elbows, sluice valves, etc should not be paid for extra if fixed
in the length of pipe line that is being dismantled.
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively against item No 04-34 to 04-37
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively against item No 04-38 and 04-39
Add extra 13%, 32% and 51% on labour rates only for 2nd, 3rd, 4th and
subsequent floors respectively against item No 04-46 to 04-49
The stone ballast, crushed bajri, round shingle from nallah, or brick
ballast may be used according to their comparative cheaper rates in
various areas of the province.
ditto
The stone ballast, crushed bajri, round shingle from nallah, or brick
ballast may be used according to their comparative cheaper rates in
various areas of the province.
1) The rate include rendering floor surface smooth, and the plastering
done for making up all surfaces after removing centering.
2) Plastering done after soffit of R.C.C roof slab meant for human
habitaion buildings shall be paid extra
ditto
ditto
Add extra 13%, 32% and 51% on labour rates only are 6%, 15% and
23% on composite rates for 2nd, 3rd, 4th and subsequent floors
respectively.
a) For steel part and its erection etc. Item No 25-10 and 25-14 be
reffered b) Add extra 13%, 32% and 51% on labour rates only or 6%,
15% and 23% on composite rates for 2nd, 3rd, 4th and subsequent
floors respectively.
a) For steel part and its erection etc. Item No 25-10 and 25-14 be
reffered b) Add extra 13%, 32% and 51% on labour rates only or 6%,
15% and 23% on composite rates for 2nd, 3rd, 4th and subsequent
floors respectively.
ditto
Add extra 13%, 32% and 51% on labour rates only are 6%, 15% and
23% on composite rates for 2nd, 3rd, 4th and subsequent floors
respectively.
ditto
Add extra 13%, 32% and 51% on labour rates only are 6%, 15% and
23% on composite rates for 2nd, 3rd, 4th and subsequent floors
respectively.
ditto
ditto
ditto
ditto
ditto
ditto
ditto
ditto
ditto
ditto
Rate shall be increased by 1.5 times for stone masonry or PCC and 2
times for RCC
ditto
Applicable only to roof troughs (inverted tees and trough) for heights of
first storey only
DELETED
DELETED
DELETED
DELETED
If glass strips are used for paneling, it shall be paid extra as per item No.
10-43
ditto
Applicable to item No 10-08 to 10-16, 10-19 to 10-25 and 10-30 to 10-35
If glass strips are used for paneling, it shall be paid extra as per item No.
10-43
ditto
Reduce the rate by 35 % and 40 % for labour and composite rate
respectively if polishing is not done.
Reduce the rate by 35 % and 40 % for labour and composite rate
respectively if polishing is not done.
The cost of base for rubber floor is not included in the rate and is
payable separately
Add extra 13%, 32% and 51% above the labour rates only or 6%, 15%
and 23% on composite rates for 2nd, 3rd, 4th and subsequent floors
respectively.
The rate be allowed only on written orders of Superintending Engineer
ditto
ii) The thickness of the plaster will not be more than 3/8" thick.
Payable with fresh masonry when the face of the work is not to be
plastered/pointed.
The will be taken from the floor, roof or ground underneath as the case
may be, on the side towards which the work is to be done
The rate of plastering over walls is not included in this rate and is to be
paid separately.
a) This also includes the cost of woods required for extra thickness of
chowkats.
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters excluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters excluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates inClude Cost for fly shutters exCluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The rates include cost for fly shutters excluding that for doors
The ratio in the rate of 1st coat to 2nd coat is 60 % to 40 % in the labour
as well as composite rate
The height will be taken from the floor, road or ground underneath, as
the case may be, on side towards which the work is to be done.
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
Reduce the composite rate by 10 % incase brase peet / gate valve are
used.
Increase the composite rate by 3 %, in case of plug type.
DELETED
DELETED
Additional width required to accommodate wire will be provided by
erection of additional strips.
DELETED
DELETED
DELETED
DELETED
DELETED
The item does not cover cost of excavation, which is payable separately.
The item does not cover cost of excavation, which is payable separately.
The rate does not include cost of GI pipe and excavation and are to be
paid separatively
The rate does not include cost of GI pipe and excavation and are to be
paid separatively
Asia, Breeze, Climax, Millat, National & Pak fans are the approved
makes.
Asia, Breeze, Climax, Millat, National & Pak fans are the approved
makes.
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
a) The bore hole dia shall not be less than 200mm and the method of
execution of pre-construction boring shall be done with casing and
appropriate to soil encountered.
b) Preparation and submission of bore-logs based on soil classification
with SPT's values as per BS-1377 is included in the rate.
ditto
ditto
ditto
a) The rates includes laying and removing of track and also carriage way
of piles to machine, average distance of 100 ft.
b) The rates are for the trackle ganges only supplied by the contractor.
Mechincal staff on machine will be supplied by the Govt;
c) T-piles and adjustable junction piles will be counted as two piles.
The rate dones not include supply of sand or earth for filling of bags,
which shall be paid extra.
ditto
Measured in the shape of compact round bundles and of size specified
for the work before filling at site.
DELETED
DELETED
DELETED
DELETED
DELETED
DELETED
Royalty to be paid to the forest Department or cost to the private owner,
as the case may be, if and when required.
ditto
ditto
ditto
ditto
ditto
ditto
ditto
The rates are for total dismantlement and remaoval of material. The
rates do not include earthwork for which rates are given in item No 20-01
above.
At the discretion of the Engineer-in-Charge depending upon the distance
and the source of supply.
The outer dimensions of the curb shall from basis of payment.
a) If concrete mixer is supplied by government, all charges including
depreciation will be recoverd from the contractor.
b) The rate does not include cost of steel reinforcement and its labour for
bending/binding, which is payable separately.
The rate does not include cost of excavation, which is to be paid
separately.
a) This rate shall be payable, in addition to the item of excavation below
SSWL for sewer and manholes under Chapter 3 earthwork
b) The grant of these rates shall be subjeCt to Superintending
Engineer's approval.
C) The rate includes Cost of providing pumps, POL and all operation
Charges at the site of work, etc
Pipe connection to be
paid separately.
Location and depth of shingle, gravel or rock is to be determined from
the bore log.
Cost of soCkets, tees, elbows, bends, Crosses, unions and plugs etC is
induded in the rates.
Providing and installing specials and valves is not included in the rate,
which is payable separately.
a) Providing and installing speoials and valves is not induded in the rate,
whiCh is payable separately.
a) Labour rates include the Cost of jointing material and labour b) The
internal dia of the pipe, from whiCh the branch is taken out, will be
Considered internal dia for the purpose of payment of specials.
For capacity other than 400 gallons, the rate shall be work out on proper
rate basis.
Capacity of cart, 20 cubic feet
NAME OF PROJECT : ESTABLISHMENT OF COMMERCIAL BUILDING
01 : CIVIL WORK
MRS 2017
S.No Description of Items Units Quantity Item Rate (Rs) Total Amount (Rs)
Item No.
SCHEDULE ITEMS
1.1 - WORKS IN SUB-STRUCTURE
Plain Cement Concrete including placing,
1 06-05-i compacting, finishing & curing (Ratio m3 15.36 5,481.08 84,189.39
1:4:8)
RCC in raft foundation slab, base slab of
2 06-06-b-03 column & ret. wall etc, not including in 06- m3 130.63 8,330.73 1,088,243.26
06. Type C(1:2:4)
Supply & fabricate M.S. reinforcement for
3 06-07-c cement concrete (Hot rolled deformed Tonne 12.58 107,564.41 1,353,160.28
bars Grade 40)
01 : CIVIL WORK
SCHEDULE ITEMS
WORK IN SUBSTRUCTURE
1 Plain Cement Concrete including placing, compacting, finishing & curing (Ratio 1:4:8)
PCC Grid A,F (1-11) 1 x 2.0 71.50 7.25 0.25 = 259.19 Cft
PCC Grid B/W A,B(5-6) 1 x 1.0 4.00 2.50 0.25 = 2.50 Cft
PCC Grid C (1-11) 1 x 1.0 57.00 3.50 0.25 = 49.88 Cft
PCC Grid D (1-4) 1 x 1.0 23.00 3.50 0.25 = 20.13 Cft
PCC Grid D (6-7) 1 x 1.0 6.75 3.50 0.25 = 5.91 Cft
PCC Grid D,D' (9-10) 1 x 2.0 1.33 3.50 0.25 = 2.33 Cft
PCC Grid E (2-4) 1 x 1.0 5.58 2.50 0.25 = 3.49 Cft
PCC Grid 1,11 (A-F) 1 x 2.0 35.50 7.25 0.25 = 128.69 Cft
PCC Grid 2 (C-D) 1 x 1.0 4.25 2.50 0.25 = 2.66 Cft
PCC Grid 2 (D-F) 1 x 1.0 13.12 2.50 0.25 = 8.20 Cft
PCC Grid 4,6 (D-F) 1 x 2.0 13.12 3.50 0.25 = 22.96 Cft
PCC Grid 7,9 (C-F) 1 x 2.0 20.87 3.50 0.25 = 36.52 Cft
Total 9.41 44.74 = 542.44 Cft
or = 15.36 m3
S.I.No 06-05-i @ Rs. 5,481.08 Rs/M3
2 RCC in raft foundation slab, base slab of column & ret. wall etc, not including in 06-06. Type C(1:2:4)
RCC in Basment
Rcc Grid A,F (1-11) 1 x 2.0 71.50 7.00 0.75 = 750.75 Cft
Rcc Grid B/W A,B(5-6) 1 x 1.0 4.50 2.25 0.50 = 5.06 Cft
Rcc Grid C (1-11) 1 x 1.0 57.50 3.00 0.75 = 129.38 Cft
Rcc Grid D (1-4) 1 x 1.0 23.00 3.00 0.75 = 51.75 Cft
Rcc Grid D (6-7) 1 x 1.0 6.75 3.00 0.75 = 15.19 Cft
Rcc Grid D,D' (9-10) 1 x 2.0 1.83 3.00 0.75 = 8.24 Cft
Rcc Grid E (2-4) 1 x 1.0 6.08 2.25 0.50 = 6.84 Cft
Rcc Grid 1,11 (A-F) 1 x 2.0 36.00 7.00 0.75 = 378.00 Cft
Rcc Grid 2 (C-D) 1 x 1.0 4.75 2.25 0.50 = 5.34 Cft
Rcc Grid 2 (D-F) 1 x 1.0 13.62 2.25 0.50 = 15.32 Cft
Rcc Grid 4,6 (D-F) 1 x 2.0 13.62 3.00 0.75 = 61.29 Cft
Rcc Grid 7,9 (C-F) 1 x 2.0 21.37 3.00 0.75 = 96.17 Cft
Plinth Beam
Rcc Grid A,C (1-11) 1 x 2.0 62.75 0.75 0.75 = 70.59 Cft
Rcc Grid D (1-4) 1 x 1.0 24.00 0.75 0.75 = 13.50 Cft
Rcc Grid D (6-7) 1 x 1.0 7.50 0.75 0.75 = 4.22 Cft
Rcc Grid F (1-11) 1 x 1.0 65.75 0.75 0.50 = 24.66 Cft
Rcc Grid 1, (A-F) 1 x 1.0 40.00 0.75 0.75 = 22.50 Cft
Rcc Grid 3,5,6 (A-C) 1 x 3.0 15.50 0.75 0.75 = 26.16 Cft
Rcc Grid 2 (C-D) 1 x 1.0 8.50 0.75 0.50 = 3.19 Cft
Rcc Grid 2,4,6 (D-F) 1 x 3.0 17.50 0.75 0.75 = 29.53 Cft
Rcc Grid 7,9 (C-F) 1 x 2.0 25.25 0.75 0.75 = 28.41 Cft
NECK COLUMNS
SIDE SHEAE WALL 6" 1 x 1.0 193.00 0.50 10.75 = 1037.38 cft
SIDE SHEAE WALL 9" 1 x 1.0 50.00 0.75 10.75 = 403.13 cft
Column C-2 1 x 24.0 0.75 0.75 12.25 = 165.38 cft
RCC IN SLAB
SLAB 6" 1 x 1.0 2660.00 0.50 = 1330.00 cft
Deductions of stair Case -1 x 1.0 111.00 0.50 = -55.50 cft
Deductions of stair Case -1 x 1.0 25.00 0.50 = -12.50 cft
Total = 4613.95 Cft
or = 130.63 m3
S.I.No 06-06-b-03 @ Rs. 8,330.73 Rs/M3
3 Supply & fabricate M.S. reinforcement for cement concrete (Hot rolled deformed bars Grade 40)
Steel in foundation
Steel in Grid A,F (1-11) 1 x 2.0 71.50 7.00 0.75 =
Main Bar #4@6.5"c/c 2 x 13.0 72.00 #4 0.67 = 1248.00 lbs
Distributions #4@12"c/c 2 x 72.0 10.25 #4 0.67 = 984.00 lbs
Steel in Grid B/W A,B(5-6) 1 x 1.0 4.50 2.25 0.50 =
Main Bar #4@6"c/c 1 x 3.0 5.00 #4 0.67 = 10.00 lbs
Distributions #4@9"c/c 1 x 6.0 2.75 #4 0.67 = 11.00 lbs
Steel in Grid C (1-11) 1 x 1.0 57.50 3.00 0.75 =
Main Bar #4@6"c/c 1 x 6.0 58.00 #4 0.67 = 232.00 lbs
Distributions #4@6"c/c 1 x 115.0 3.50 #4 0.67 = 268.33 lbs
Steel in Grid D (1-4) 1 x 1.0 23.00 3.00 0.75 =
Main Bar #4@6"c/c 1 x 6.0 23.50 #4 0.67 = 94.00 lbs
Distributions #4@6"c/c 1 x 46.0 3.50 #4 0.67 = 107.33 lbs
Steel in Grid D (6-7) 1 x 1.0 6.75 3.00 0.75 =
Main Bar #4@6"c/c 1 x 6.0 7.25 #4 0.67 = 29.00 lbs
Distributions #4@6"c/c 1 x 14.0 3.50 #4 0.67 = 32.67 lbs
Steel in Grid D,D' (9-10) 1 x 2.0 1.83 3.00 0.75 =
Main Bar #4@6"c/c 2 x 6.0 2.33 #4 0.67 = 18.64 lbs
Distributions #4@6"c/c 2 x 4.0 3.50 #4 0.67 = 18.67 lbs
Steel in Grid E (2-4) 1 x 1.0 6.08 2.25 0.50 =
Main Bar #4@6"c/c 1 x 5.0 6.58 #4 0.67 = 21.93 lbs
Distributions #4@9"c/c 1 x 8.0 2.41 #4 0.67 = 12.85 lbs
Steel in Grid 1,11 (A-F) 1 x 2.0 36.00 7.00 0.75 =
Main Bar #4@6.5"c/c 2 x 13.0 36.50 #4 0.67 = 632.67 lbs
Distributions #4@12"c/c 2 x 37.0 10.25 #4 0.67 = 505.67 lbs
Steel in Grid 2 (C-D) 1 x 1.0 4.75 2.25 0.50 =
Main Bar #4@6"c/c 1 x 5.0 5.25 #4 0.67 = 17.50 lbs
Distributions #4@9"c/c 1 x 7.0 2.41 #4 0.67 = 11.25 lbs
Steel in Grid 2 (D-F) 1 x 1.0 13.62 2.25 0.50 =
Main Bar #4@6"c/c 1 x 5.0 14.12 #4 0.67 = 47.07 lbs
Distributions #4@9"c/c 1 x 18.0 2.41 #4 0.67 = 28.92 lbs
Steel in Grid 4,6 (D-F) 1 x 2.0 13.62 3.00 0.75 =
Main Bar #4@6"c/c 2 x 6.0 14.12 #4 0.67 = 112.96 lbs
Distributions #4@6"c/c 2 x 27.0 3.50 #4 0.67 = 126.00 lbs
Steel in Grid 7,9 (C-F) 1 x 2.0 21.37 3.00 0.75 =
Main Bar #4@6"c/c 2 x 6.0 21.87 #4 0.67 = 174.96 lbs
Distributions #4@6"c/c 2 x 43.0 3.50 #4 0.67 = 200.67 lbs
NECK COLUMNS
SIDE SHEAE WALL 6" 1 x 1.0 192.00 0.50 10.91 = cft
Main Bar #4@5.5"c/c 1 x 24.0 192.50 #4 0.67 = 3080.00 lbs
02 : INTERNAL ELECTRIFICATION
MRS 2017
S.No Description of Items Units Quantity Item Rate (Rs) Total Amount (Rs)
Item No.
SCHEDULE ITEMS
NON-SCHEDULE ITEMS
35 NSI 3-pin 15 amps 220 V switch socket Each 80.00 626.00 50,080.00
43 NSI T.V Points with T.V Sockets Each 200.00 3000.00 600,000.00
NON-SCHEDULE ITEMS
S/F of Bath accecssary set as required
all allied accessories, as specified
22 NSI Each 11.00 8,004.00 88,044.00
complete. as per instructions and
approval of the Engineer. (Faisal Made)
TELEPHONE NETWORK
MRS 2017
S.No Description of Items Units Quantity Item Rate (Rs) Total Amount (Rs)
Item No.
NON-SCHEDULE ITEMS
Providing & installation of Night Vision
Box Camera with 50 Mtrs IR Range with
1 NSI Weatherproof Housing Analogue System Each 22.00 19,155.00 421,410.00
Compleate in all Respects As per
instruction of Engineer in Encharg
NON-SCHEDULE ITEMS
9 NSI Fire Extinguishers 6 kg dry CO2 / H2O Job 15.00 8,000.00 120,000.00
555956518.xlsx 397/398
NAME OF PROJECT : ESTABLISHMENT OF COMMERCIAL BUILDING
09 : UPS SYSTEM
MRS 2017
S.No Description of Items Units Quantity Item Rate (Rs) Total Amount (Rs)
Item No.
NON-SCHEDULE ITEMS