Godavari Municipality: Bajarbarahi, Lalitpur

Godavari Municipality
Office of the Municipal Executive

Bajarbarahi, Lalitpur
Project :- Construction of Godavari Municipality Building Bajarbarahi, Lalitpur

Site: Bajarbarahi, Lalitpur
SUMMARY OF COST
S.N. Description Amount Remarks
A. Total cost of School Building

1 Civil Works Rs 1,338,619,266.93
2 Sanitary Works Rs 16,737,271.89
3 Electrical Works Rs 38,851,001.21
5 Others work ( Insurance, PS IteamS) Rs 23,847,721.49
Sub - total Rs 1,418,055,261.52
Adding 13 % for VAT Rs 184,347,184.00
Adding Contingency@ 5% Rs 70,902,763.08
Consultant's supervision charge Rs 1,500,000.00
Total cost of project Rs 1,674,805,208.59
Two Hundred Twenty Six Million Three Hundred Fifty Three Thousand Nine Hundred
Twenty and Paisa Thirty Seven only
Prepared By: Checked By: Approved By:

Detail Project Report (DPR) of Godavari Municipality Building Bajarbarahi, Lalitpur
ABSTRACT OF COST
S.N. DESCRIPTION OF WORKS UNIT QUANTITY RATE AMOUNT REMARKS

Providing Insurance for Proposed Building,
A. General Items
Materials, Third Party(People and Property),
Employees and workers etc for complete
1 construction and liability period. PS 1 20592721.49 20592721.49
Contractor site facilities (LabourCamp and
2 Site Office)
Carry out tests for material and works as LS 1 450000.00 450000.00
required and instructed by the Project
3 Manager.
Supply Motorbikes ( Four stroke Engine & PS 1 1000000.00 1000000.00
Relocation
150 of the) utilities
CC or more including and services
fuel, as
lubricants
4 instructed by the
,maintenance andProject Manager
insurance all complete, PS 1 1000000.00 1000000.00
for the site supervision team of Technical
5 Team of Muncipalty
Engineers Faciliies Type A: Supply of labtop Nos. 2 250000.00 500000.00
and computers with printer accessories as per
6 Specification Nos. 2 90000.00 180000.00
7 Photography
Contract information
of construction
board activities. As per Nos. 1 25000.00 25000.00
instructed by Project Manager or Site
8 engineers. Job 1 100000.00 100000.00
Sub Total 23847721.49

B Building Construction
1 SITE CLEARANCE WORK Sqm 38,465.00 17.64 678,605.30
2 EXCAVATION WORKS Cum 533,015.20 632.05 336,891,830.75
3 SOLLING WORKS
Brick Soling for R.C.C.for foundation footing,
column, beam & floor as per drawing and
instruction all complete Sqm 558.35 1,032.68 576,596.06
4 Back Filling
Providing and laying to Back fill the foundation
area below plinth level in perfect line & level Cum
as per the design, drawing, specification &
instructions of engineer(building area) 71,587.16 191.76 13,727,732.77
5 Transporting and disposing the surplus earth
and debris
Transporting and disposing the surplus earth

and debris from the site including re-
excavating the deposited soil excavated
earlier if any, transporting, loading, laying at all Cum
depths and heights, stacking, leveling, and
dressing both the areas for leads as per the
design, drawing, specification & instructions of
engineer on safe place. 7,917.84 237.25 1,878,467.95
7 P.C.C WORKS
P.C.C. (1:2:4) for footing of foundation with

proper mixing and compaction including curing
as per drawing and instruction all complete Cum 2,011.30 13,995.56 28,149,206.97
8 R.C.C WORKS
(1:1.5:3) R.C.C.for foundation footing column,

beam,slab etc with proper mixing by mixer
machine and compaction by vibrator including
proper curing as per drawing and instruction
all complete (including testing of concrete
cubes) (M20) Cum - 17,527.16 -
1:1:2 P.C.C. work in superstructure slab,
beams, columns, lintels etc. with
transportation up to 30m (M25) Cum. 22,452.52 21,361.66 479,623,217.73
9 REINFORCEMENT WORK
2
Prepared Design By: Approved By:
Checked By:
ABSTRACT OF COST
Supplying, cutting, bending, placing in position

as shown in drawing and binding by plain wire M.T 2,432.62 113,300.53 275,616,706.51
of reinforcement steel bars for R.C.C. works
all complete
FORM WORK As per instructed by Project
10
Manager or Site engineers.
Making proper form work including supplies &

selection of material, fixing, nailing, according
to drawing, placing seperators, dismantling
forms and hauling up to 30 meter distance all
complete
Form work for base P.C.C. of foundation
footing Sqm 1,052.00 765.92 805,744.46
Form work for Shear Wall Sqm 6,511.68 1,211.78 7,890,751.00
Form work for column Sqm 4,657.92 1,211.78 5,644,393.91
Form work for Beam Sqm 7,975.75 1,267.09 10,106,015.86
Form work for roofing slab, Lintel Band,
Staicase and Others Sqm 28,098.06 765.92 21,520,775.92
11 BRICKS WORKS
11.3 ALL brickworks with 1:4 cement mortar and
30m transportation cum 1,239.23 15,553.41 19,274,246.83
PLASTERING WORKS As per instructed by
Project Manager or Site engineers.
12
12.2 12.5 mm th.Plaster on 9'' and 4" wall surface
with ( 1:4) cement mortar Sqm 69,216.21 393.45 27,233,016.90
13 STONE WORKS
Rubble stone masonryworks in 1:6 c/s mortar
& including 10m trasportation Cum 730.80 11,528.83 8,425,266.30
14 C.G.I SHEETS WORKS Sqm 6,110.00 999.27 6,105,524.93
15 TRUSS-WORK kg 203,913.45 160.36 32,698,614.04
WOOD WORK As per instructed by Project
16
Making and fitting sal wood door frame having
(3"x 4") wood size with good finish from
16.1 approved wood including necessary hardware
Cum 15.07 285,611.80 4,303,134.46
Making and fitting 38 mm thick sal wood
16.2 panelled door shutter including necessary
brass fittings all complete Sqm 346.79 9,927.88 3,442,838.66
Fixing glass of various thickness in frame
16.3 using glass thickness 4 mm. Sqm 433.44 1,006.11 436,090.18
FLOORING WORK As per instructed by
17
Project Manager or Site engineers.
17.1 75mm(3") thick 1:2:4 Cement Concrete

FLooring and finishing with neat cement coat Sqm 1,056.00 1,158.66 1,223,542.20
17.2 6'' sand filling Cum 1,006.20 4,062.64 4,087,830.18
PAINTING WORKS As per instructed by
18 Project Manager or Site engineers.
18.1 Two coat plastic emulsion paint over one

coat primer (Astar) on new surface Sqm 69,096.21 316.72 21,883,938.38
Supplying and applying of two coats of

18.2 approved quality and colour ready made
enamel paints over one coat of wood primer
with good finish as per instruction all complete Sqm 693.57 327.15 226,904.41
19 TILES WORKS As per instructed by Project
3
Checked By:
ABSTRACT OF COST

19.1 8"x12" Tile on wall surface Sqm 1,877.76 3,121.54 5,861,493.73
19.2 12"x12" Tile on floor surface Sqm 729.92 3,121.54 2,278,470.89
20 MARBAL LAYING AND PLACING
13 mm thick marble (450 x450 mm) over 20
mm1:2 surki with rubbing & polish to finish
also Sqm 3694.86 4265.93 15,762,014.12
21 Expansion joint Run m 387.55 5847.75 2,266,295.51

1,338,619,266.93
4
Checked By:
Quantity Estimate
Length Area (Sq
S.N Description No Breadth (m) Height (m) Quantity Remarks
(m) m)
1 SITE CLEARANCE WORKS

Site clearance work including cutting herbs,
shrubs and removal
Building Area 1 8465.00 1 8465.00
Other Parts 1 30000.00 30000.00
Total 38465.00 Sqm
2 EXCAVATION WORKS
Raft Footing @ 3.6m depth 1.00 3142.00 1.00 3.60 11311.20
Raft Footing @ 2m depth 1.00 5323.00 1.00 2.00 10646.00
other area except building 1 511058 511058.00
Total 533015.20 Cum
3 Solling Works
At Footing
UG TANK 1.00 14.70 6.80 0.07 6.50
Over head tank 1.00 25.00 1.00 0.07 1.63
Total 558.35 Sqm
4 Back Filling

area below plinth level in perfect line & level as
per the design, drawing, specification &
instructions of engineer(periphery area) 65000.00 65000.00

area below plinth level in perfect line & level as
per the design, drawing, specification &
instructions of engineer(building area) 30% of E/W Excavation 6587.16
Total 71587.16 Cum
5 Transporting and disposing the surplus earth and debris
Transporting and disposing the surplus earth

and debris from the site including re-excavating
the deposited soil excavated earlier if any,
transporting, loading, laying at all depths and
heights, stacking, leveling, and dressing both
the areas for leads as per the design, drawing,
specification & instructions of engineer on safe
place. 70% of E/W Excavation 7917.84
Total 7917.84 Cum
7 P.C.C WORKS
At Footing (1:3:6)
Raft Footing @ 3.6m depth 1.00 3142.00 0.10 314.20
Raft Footing @ 2m depth 1.00 5323.00 0.10 532.30
Retaining wall, 3m 1.00 207.00 3.00 0.10 62.10
Retaining wall, 4m 1.00 220.00 3.50 0.10 77.00
Retaining wall, 5m 1.00 216.00 5.00 0.10 108.00
Retaining wall, 7m 2.00 730.00 6.20 0.10 905.20
UG TANK 1.00 14.70 6.80 0.10 10.00
Overhead tank 1.00 25.00 1.00 0.10 2.50
Total 2011.30 Cum
8 RCC WORK (1:1.5:3)

Footing
UG TANK 1.00 14.70 6.80 0.50 49.98
Overhead tank 1.00 25.00 1.00 0.50 12.50
8527.48 Cum
Total RCC for footing
5
Prepared /Design By: Approved By
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Total RCC for footing

Shear Wall
Basement
basement wall 1.00 452.20 0.30 3.60 488.38
UG TANK 2.00 13.50 0.30 2.50 20.25
3.00 5.00 0.30 2.50 11.25
Overhead tank 4.00 4.00 0.30 3.50 16.80
Septic tank 1.00 10.00 0.75 4.00 30.00
1.00 10.00 0.50 4.00 20.00
586.68 Cu m
Total RCC for Shear Wall
Column
Grid A 22.00 0.60 0.60 2.00 15.84
Grid B 22.00 0.60 0.60 5.60 44.35
Grid C 22.00 0.60 0.60 9.20 72.86
Grid D 22.00 0.60 0.60 9.20 72.86
Grid E 16.00 0.60 0.60 5.60 32.26
Grid F(36-84) 39.00 0.60 0.60 3.60 50.54
Grid F(23-35,85-98) 26.00 0.60 0.60 2.00 18.72
Grid G(36-84) 39.00 0.60 0.60 7.20 101.09
Grid G(23-35,85-98) 26.00 0.60 0.60 5.6 52.416
Grid H(36-84) 39.00 0.60 0.60 10.80 151.63
Grid H(23-35,85-98) 26.00 0.60 0.60 9.20 86.11
column for over head tank 4.00 0.35 0.35 17.00 8.33
Total RCC for Column 707.02 Cum
Main Beam
Ground Floor
Grid along F 1.00 330.00 0.30 0.60 59.40
Grid along G 1.00 361.20 0.30 0.60 65.02
Grid along H 1.00 395.60 0.30 0.60 71.21
Grid along 23-98 65.00 15.00 0.30 0.60 175.50
Cicumferential Secondary Beam between grid F

&G 1.00 205.00 0.23 0.50 23.58
Cicumferential Secondary Beam between grid G
&H 1.00 214.20 0.23 0.50 24.63
Radial Secondary Beam between grid F, G &H 35.00 13.50 0.23 0.50 54.34
Grid along A 1.00 121.00 0.30 0.60 21.78
Grid along B 1.00 121.00 0.30 0.30 10.89
Grid along C 1.00 121.00 0.30 0.30 10.89
Grid along D 1.00 121.00 0.30 0.30 10.89
Grid along E 1.00 93.00 0.30 0.30 8.37
Grid along 1,2,3,20,21,22 6.00 23.00 0.30 0.30 12.42
Grid along 4-19 16.00 26.60 0.30 0.30 38.30
First Floor
Grid along G 1.00 361.20 0.50 0.70 126.42
Grid along H 1.00 395.60 0.50 0.70 138.46
Grid along 23-98 65.00 6.30 0.50 0.70 143.33
Cicumferential Secondary Beam between grid G

&H 1.00 361.20 0.23 0.50 41.54
Radial Secondary Beam between grid G &H 60.00 6.30 0.23 0.50 43.47
Grid along B 1.00 121.00 0.30 0.60 21.78
Grid along C 1.00 121.00 0.30 0.60 21.78
Grid along D 1.00 121.00 0.30 0.60 21.78
Grid along E 1.00 93.00 0.30 0.60 16.74
Grid along 1,2,3,20,21,22 6.00 15.10 0.30 0.60 16.31
Grid along 4-19 16.00 18.70 0.30 0.60 53.86
6
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Secondary Beam along East-West between grid

1,2,3,20,21,22 4.00 15.10 0.23 0.50 6.95

4-19 10.00 18.70 0.23 0.50 21.51
Secondary Beam along North south between

grid 1 -22 1.00 456.00 0.23 0.50 52.44
Second Floor
Grid along H 1.00 395.60 0.50 0.70 138.46
Grid along C 1.00 121.00 0.50 0.70 42.35
Grid along D 1.00 121.00 0.30 0.60 21.78
Grid along E 1.00 93.00 0.30 0.60 16.74
Grid along 1,2,3,20,21,22 6.00 7.10 0.30 0.60 7.67
Grid along 4-19 16.00 10.70 0.30 0.60 30.82

1,2,3,20,21,22 4.00 7.10 0.23 0.50 3.27

4-19 10.00 10.70 0.23 0.50 12.31

grid 1 -22 1.00 335.00 0.23 0.50 38.53
Third Floor
Grid along C 1.00 121.00 0.50 0.70 42.35
Grid along D 1.00 121.00 0.30 0.60 21.78
Grid along 1,2,3,20,21,22 6.00 7.10 0.30 0.60 7.67
Grid along 4-19 16.00 10.70 0.30 0.60 30.82

1,2,3,20,21,22 4.00 6.90 0.23 0.50 3.17

4-19 10.00 6.90 0.23 0.50 7.94

grid 1 -22 1.00 121.00 0.23 0.50 13.92
Inclined beams along grids 1-98 88.00 15.80 0.30 0.60 250.27
Inclined beams along grids 1-98 in between 87.00 15.80 0.23 0.50 158.08
Plinth Beam for Overhead tank 1.00 16.00 0.23 0.30 1.10
Main Beam for Overhead tank 16.00 4.00 0.30 0.35 6.72
Secondary Beam for Overhead tank 2.00 8.00 0.23 0.30 1.10
main beam for UG tank slab 4.00 5.00 0.23 0.50 2.30
Total Beam Work 2172.69 Cum
Lintel and sill band
Ground Floor
Wall along grid G 1.00 361.20 0.23 0.15 24.92
Wall along grid H 1.00 395.60 0.23 0.15 27.30
Wall along grid

23,24,25,27,28,30,31,32,35,36,38,39,40,41,43,4
4,47-52,55-57,59,60,70-73,76,77,79-82,84-
85,88,89,92-95,96-98 39.00 5.40 0.12 0.15 7.27
Wall along grid B 1.00 126.50 0.23 0.15 8.73
Wall along grid C 1.00 92.40 0.23 0.15 6.38
Wall along grid D 1.00 80.00 0.23 0.15 5.52
Wall along grid E 1.00 93.00 0.23 0.15 6.42
Wall along gridS 1-22 1.00 215.00 0.12 0.15 7.42
First Floor 0.00
Wall along grid H 1.00 18.70 0.23 0.15 1.29
Wall along grid C 1.00 92.40 0.23 0.15 6.38
Wall along grid D 1.00 80.00 0.23 0.15 5.52
7
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Wall along grid E 1.00 93.00 0.23 0.15 6.42

Wall along gridS 1-22 1.00 102.00 0.12 0.15 3.52
Second Floor 0.15 0.00
Wall along grid C 1.00 92.40 0.23 0.15 6.38
Wall along grid D 1.00 80.00 0.23 0.15 5.52
Wall along grid E 1.00 93.00 0.23 0.15 6.42
Wall along gridS 1-22 1.00 95.00 0.12 0.15 3.28
Third Floor
Wall along grid C 1.00 92.40 0.12 0.15 3.19
Wall along grid D 1.00 80.00 0.12 0.15 2.76
walls between blocks 1.00 32.00 0.23 0.15 2.21

Total Lintel and sill
band 146.81 Cum
Slab
Ground Floor
Slab 1.00 6708.00 1.00 0.13 838.50
First Floor
Slab 1.00 4703.00 1.00 0.13 587.88
Deduction of void -1.00 73.00 1.00 0.13 -9.13
Deduction of Staircase -1.00 32.00 1.00 0.13 -4.00
Second Floor
Slab 1.00 1266.00 1.00 0.13 158.25
Third Floor
Slab 1.00 1266.00 1.00 0.13 158.25
Total Slab Work 1725.75 Cum
Staircase
Basement Floor
Dog -legged stair 2.00 23.76 1.00 0.20 9.50
Straight stair 0.00 1.00 1.00 0.20 0.00
Ground Floor
Dog -legged stair 4.00 23.76 1.00 0.20 19.01
Straight stair 23.00 16.00 1.00 0.20 73.60
First Floor
Dog -legged stair 2.00 23.76 1.00 0.20 9.50
Straight stair 0.00 1.00 1.00 0.20 0.00
Second Floor
Dog -legged stair 2.00 23.76 1.00 0.20 9.50
Straight stair 0.00 1.00 1.00 0.20 0.00
East block steps

steps 1.00 150.00 1.00 0.20 30.00
Parapet seatings
Stepped Slab 1.00 482.00 1.00 7.53 3629.46
Total Staircase Work 3780.58 Cum
Slab of Ramp
Ramp slab 2.00 120.00 1.00 0.30 72.00 Cum
Slab of overhead tank 2.00 4.00 4.00 0.15 4.80 Cum

Slab of UG tank 1.00 13.00 5.00 0.15 9.75 Cum
Retaining wall
RW 3m 1.00 93.17 3.00 279.51
RW 4m 1.00 149.00 3.88 578.12
RW 5m 1.00 107.00 6.14 656.98
RW 7m 2.00 138.00 11.61 3204.36
total retaining wall work 4718.97
Grand Total RCC Work 22452.52 Cum
8
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
9 REINFORCEMENT WORK
Supplying, cutting, bending, placing in position

as shown in drawing and binding by plain wire
of reinforcement steel bars for R.C.C. works all
complete
For Footing = 3142 M3 @ 0.85% X 7850 kg/M3 = 568996.10
For Shear wall = 2194.63 M3 @ 1.25 % X 7850 kg/M3 = 57567.58
For Column = 776.45 M3 @ 3 % X 7850 kg/M3 = 166502.74
For beam = 1973.6 M3 @ 2.0% x 7850 kg/M3 = 364161.47
For slab = 1797.75M3 @ 1.0% x 7850 kg/M3 = 141123.38
For stair case steps =3780.58 M3 @ 1.7% x 7850 kg/M3 = 504518.40
For retaining wall = 4718.97 M3 @ 1.5 % X 7850 kg/M3 = 629746.55
Total reinforcement work for concreting = 2432616.22 Kg
2432.62 M.T.
10 FORM WORK
For Footing
Raft Foundation 1 1.00 1052.00 1.00 1052.00
Total Form Work for footing 1052.00 Sqm
For Column
Grid A 22.00 0.60 0.60 2.00 105.60
Grid B 22.00 0.60 0.60 5.60 295.68
Grid C 22.00 0.60 0.60 9.20 485.76
Grid D 22.00 0.60 0.60 9.20 485.76
Grid E 16.00 0.60 0.60 5.60 215.04
Grid F(36-84) 39.00 0.60 0.60 3.60 336.96
Grid F(23-35,85-98) 26.00 0.60 0.60 2.00 124.80
Grid G(36-84) 39.00 0.60 0.60 7.20 673.92
Grid G(23-35,85-98) 26.00 0.60 0.60 5.6 349.44
Grid H(36-84) 39.00 0.60 0.60 10.80 1010.88
Grid H(23-35,85-98) 26.00 0.60 0.60 9.20 574.08
4657.92 Sqm
Total Form Work for Column
Shear Wall
UG tank 2 37 2.5 370.00

basement wall 2.00 452.20 3.60 6511.68
6511.68 Sqm
Total Form Work for Shear Wall
Beam
Grid along F 1.00 330.00 0.30 0.60 495.00
Grid along G 1.00 361.20 0.30 0.60 541.80
Grid along H 1.00 395.60 0.30 0.60 593.40
Grid along Beam
Cicumferential Secondary 23-98 between grid F 65.00 15.00 0.30 0.60 22.50
&G
Cicumferential Secondary Beam between grid G 1.00 205.00 0.23 0.50 252.15
&H 1.00 214.20 0.23 0.50 263.47
Grid along A 1.00 121.00 0.30 0.60 181.50
Grid along B 1.00 121.00 0.30 0.30 108.90
Grid along C 1.00 121.00 0.30 0.30 108.90
Grid along D 1.00 121.00 0.30 0.30 108.90
Grid along E 1.00 93.00 0.30 0.30 83.70
Grid along 1,2,3,20,21,22 6.00 23.00 0.30 0.30 20.70
Grid along 4-19 16.00 26.60 0.30 0.30 23.94
First Floor 0.00
Grid along G 1.00 361.20 0.50 0.70 686.28
Grid along H 1.00 395.60 0.50 0.70 751.64
Grid alongBeam
Cicumferential Secondary 23-98 between grid G 65.00 6.30 0.50 0.70 11.97
&H 1.00 361.20 0.23 0.50 444.28
Grid along B 1.00 121.00 0.30 0.60 181.50
Grid along C 1.00 121.00 0.30 0.60 181.50
Grid along D 1.00 121.00 0.30 0.60 181.50
Grid along E 1.00 93.00 0.30 0.60 139.50
9
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Grid along 1,2,3,20,21,22 6.00 15.10 0.30 0.60 22.65

Secondary BeamGrid along
along 4-19 between grid
East-West 16.00 18.70 0.30 0.60 28.05
1,2,3,20,21,22
Secondary Beam along East-West between grid 4.00 15.10 0.23 0.50 18.57
Secondary Beam along 4-19North south between 10.00 18.70 0.23 0.50 23.00
grid 1 -22 1.00 456.00 0.23 0.50 560.88
Second Floor 0.00
Grid along H 1.00 395.60 0.50 0.70 751.64
Grid along C 1.00 121.00 0.50 0.70 229.90
Grid along D 1.00 121.00 0.30 0.60 181.50
Grid along E 1.00 93.00 0.30 0.60 139.50
Grid along 1,2,3,20,21,22 6.00 7.10 0.30 0.60 10.65
East-West 16.00 10.70 0.30 0.60 16.05
Secondary Beam 1,2,3,20,21,22
along East-West between grid 4.00 7.10 0.23 0.50 8.73
grid 1 -22 1.00 335.00 0.23 0.50 412.05
Third Floor 0.00
Grid along C 1.00 121.00 0.50 0.70 229.90
Grid along D 1.00 121.00 0.30 0.60 181.50
Grid along 1,2,3,20,21,22 6.00 7.10 0.30 0.60 10.65
East-West 16.00 10.70 0.30 0.60 16.05
Secondary Beam 1,2,3,20,21,22
along East-West between grid 4.00 6.90 0.23 0.50 8.49
grid 1 -22 1.00 121.00 0.23 0.50 148.83
7975.752 Sq m
Total Form Work for Beam
Lintel and sill band

Ground Floor
Wall along grid G 1.00 395.60 0.23 0.15 118.68
Wall along grid H 1.00 6.30 0.23 0.15 1.89
Wall along grid

23,24,25,27,28,30,31,32,35,36,38,39,40,41,43,4
4,47-52,55-57,59,60,70-73,76,77,79-82,84-
85,88,89,92-95,96-98 49.00 5.40 0.12 0.15 79.38
Wall along grid B 1.00 126.50 0.23 0.15 37.95
Wall along grid C 1.00 92.40 0.23 0.15 27.72

Wall along grid D 1.00 80.00 0.23 0.15 24.00
Wall along grid E 1.00 93.00 0.23 0.15 27.90
Wall along gridS 1-22 1.00 215.00 0.12 0.15 64.50
First Floor 0.00
Wall along grid H 1.00 15.10 0.23 0.15 4.53
Wall along grid C 1.00 92.40 0.23 0.15 27.72
Wall along grid D 1.00 80.00 0.23 0.15 24.00
Wall along grid E 1.00 93.00 0.23 0.15 27.90
Wall along gridS 1-22 1.00 102.00 0.12 0.15 30.60
Second Floor
Wall along grid C 1.00 92.40 0.23 0.15 27.72
Wall along grid D 1.00 80.00 0.23 0.15 24.00
Wall along grid E 1.00 93.00 0.23 0.15 27.90
Wall along gridS 1-22 1.00 95.00 0.12 0.15 28.50
Third Floor
Wall along grid C 1.00 92.40 0.12 0.15 27.72
Wall along grid D 1.00 80.00 0.12 0.15 24.00

666.21 Sq m
Total Form Work for Lintel and Sil Band
Slab
Ground Floor
Slab 1.00 6708.00 1.00 1.00 6708.00
First Floor
Slab 1.00 4703.00 1.00 1.00 4703.00
10
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Deduction of void -1.00 73.00 1.00 1.00 -73.00

Second Floor
Slab 1.00 1266.00 1.00 1.00 1266.00
Third Floor
Slab 1.00 1266.00 1.00 0.13 158.25
12698.25 Sq m
Total Form Work for Slab
Staircase
Basement Floor
Dog -legged stair 2.00 23.76 1.00 1.00 47.52
Straight stair 0.00 1.00 1.00 1.00 0.00
Ground Floor
Dog -legged stair 4.00 23.76 1.00 1.00 95.04
Straight stair 23.00 16.00 1.00 1.00 368.00
First Floor
Dog -legged stair 2.00 23.76 1.00 1.00 47.52
Straight stair 0.00 1.00 1.00 1.00 0.00
Second Floor
Dog -legged stair 2.00 23.76 1.00 1.00 47.52
Straight stair 0.00 1.00 1.00 1.00 0.00
East block steps

steps 1.00 150.00 1.00 1.00 150.00
Parapet seatings
Stepped Slab 1.00 482.00 1.00 29.00 13978.00
14733.60 Sqm
Total Form Work for Staircase
Grand total for Form Work 48295.41 Sq m
11 BRICK WORK
11.1 Ground Floor
Wall along grid G 1.00 361.20 0.23 3.00 249.23
Wall along grid H 1.00 395.60 0.23 3.00 272.96
Wall along grid

23,24,25,27,28,30,31,32,35,36,38,39,40,41,43,4
4,47-52,55-57,59,60,70-73,76,77,79-82,84-
85,88,89,92-95,96-98 49.00 5.40 0.12 3.00 91.29
Wall along grid B 1.00 126.50 0.23 3.00 87.29
Wall along grid C 1.00 92.40 0.23 3.00 63.76
Wall along grid D 1.00 80.00 0.23 3.00 55.20
Wall along grid E 1.00 93.00 0.23 3.00 64.17
Wall along gridS 1-22 1.00 215.00 0.12 3.00 74.18
First Floor
Wall along grid H 1.00 18.70 0.23 3.00 12.90
Wall along grid C 1.00 92.40 0.23 3.00 63.76
Wall along grid D 1.00 80.00 0.23 3.00 55.20
Wall along grid E 1.00 93.00 0.23 3.00 64.17
Wall along gridS 1-22 1.00 102.00 0.12 3.00 35.19
Second Floor
Wall along grid C 1.00 92.40 0.23 3.00 63.76
Wall along grid D 1.00 80.00 0.23 3.00 55.20
Wall along grid E 1.00 93.00 0.23 1.20 25.67
Wall along gridS 1-22 1.00 95.00 0.12 3.00 32.78
Third Floor
Wall along grid C 1.00 92.40 0.12 1.20 12.75
Wall along grid D 1.00 80.00 0.12 1.20 11.04
Deduction of Doors and windows

Door (D1) -87.00 2.10 0.23 0.75 -31.52
Door (D2) -37.00 2.40 0.23 1.00 -20.42
Door (D3) -29.00 2.70 0.23 1.20 -21.61
Door (D4) -5.00 2.70 0.23 2.00 -6.21
11
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
W1(window) -16.00 1.80 0.23 2.40 -15.90

W2(window) -60.00 1.80 0.23 1.80 -44.71
V1(window) -36.00 3.60 0.23 0.90 -26.83
V2(window) -29.00 1.20 0.12 0.60 -2.40
V3(window) -27.00 2.00 0.12 0.60 -3.73
Total Brickwork = 1239.23 cum
12.00 PLASTERING WORKS

12.5 mm th.Plaster on 9'' wall surface with
12.2
( 1:4) cement mortar
Ground Floor
Wall along grid G 1.00 361.20 0.23 3.00 2167.20
Wall along grid H 1.00 395.60 0.23 3.00 2373.60
Wall along grid

23,24,25,27,28,30,31,32,35,36,38,39,40,41,43,4
4,47-52,55-57,59,60,70-73,76,77,79-82,84-
85,88,89,92-95,96-98 49.00 5.40 0.12 3.50 1852.20
Wall along grid B 1.00 126.50 0.23 3.00 759.00
Wall along grid C 1.00 92.40 0.23 3.00 554.40
Wall along grid D 1.00 80.00 0.23 3.00 480.00
Wall along grid E 1.00 93.00 0.23 3.00 558.00
Wall along gridS 1-22 1.00 215.00 0.12 3.50 1505.00
First Floor
Wall along grid H 1.00 95.00 0.23 3.00 570.00
Wall along grid C 1.00 92.40 0.23 3.00 554.40
Wall along grid D 1.00 80.00 0.23 3.00 480.00
Wall along grid E 1.00 93.00 0.23 3.00 558.00
Wall along gridS 1-22 1.00 102.00 0.12 3.50 714.00
Second Floor
Wall along grid C 1.00 92.40 0.23 3.00 554.40
Wall along grid D 1.00 80.00 0.23 3.00 480.00
Wall along grid E 1.00 93.00 0.23 1.20 223.20
Wall along gridS 1-22 1.00 95.00 0.12 3.50 665.00
Third Floor
Wall along grid C 1.00 92.40 0.12 1.20 221.76
Wall along grid D 1.00 80.00 0.12 1.20 192.00
Deductions
Door (D1) -87.00 2.10 0.75 -137.03
Door (D2) -37.00 2.40 1.00 -88.80
Door (D3) -29.00 2.70 1.20 -93.96
Door (D4) -5.00 2.70 2.00 -27.00
W1(window) -16.00 1.80 2.40 -69.12
W2(window) -60.00 1.80 1.80 -194.40
V1(window) -36.00 3.60 0.90 -116.64
V2(window) -29.00 1.20 0.60 -20.88
V3(window) -27.00 2.00 0.60 -32.40
14873.94 sqm
Total Wall Plaster
Column
Column
Grid A 22.00 0.60 0.60 2.00 81.84
Grid B 22.00 0.60 0.60 5.60 229.15
Grid C 22.00 0.60 0.60 9.20 376.46
Grid D 22.00 0.60 0.60 9.20 376.46
Grid E 16.00 0.60 0.60 5.60 166.66
Grid F(36-84) 39.00 0.60 0.60 3.60 261.14
Grid F(23-35,85-98) 26.00 0.60 0.60 2.00 96.72
Grid G(36-84) 39.00 0.60 0.60 7.20 522.29
Grid G(23-35,85-98) 26.00 0.60 0.60 5.6 270.82
Grid H(36-84) 39.00 0.60 0.60 10.80 783.43
Grid H(23-35,85-98) 26.00 0.60 0.60 9.20 444.91
Total plaster for Column 3609.89 sqm
12
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Main Beam (only sides)

Ground Floor
Grid along F 1.00 330.00 0.30 0.60 313.50
Grid along G 1.00 361.20 0.30 0.60 343.14
Grid along H 1.00 395.60 0.30 0.60 375.82
Grid along Beam
Cicumferential Secondary 23-98 between grid F 65.00 15.00 0.30 0.60 926.25
&G
Cicumferential Secondary Beam between grid G 1.00 205.00 0.23 0.50 153.75
&H 1.00 214.20 0.23 0.50 160.65
Grid along A 1.00 121.00 0.30 0.60 114.95
Grid along B 1.00 121.00 0.30 0.30 42.35
Grid along C 1.00 121.00 0.30 0.30 42.35
Grid along D 1.00 121.00 0.30 0.30 42.35
Grid along E 1.00 93.00 0.30 0.30 32.55
Grid along 1,2,3,20,21,22 6.00 23.00 0.30 0.30 48.30
Grid along 4-19 16.00 26.60 0.30 0.30 148.96
First Floor
Grid along G 1.00 361.20 0.50 0.70 415.38
Grid along H 1.00 395.60 0.50 0.70 454.94
Grid alongBeam
Cicumferential Secondary 23-98 between grid G 65.00 6.30 0.50 0.70 470.93
&H 1.00 361.20 0.23 0.50 270.90
Grid along B 1.00 121.00 0.30 0.60 114.95
Grid along C 1.00 121.00 0.30 0.60 114.95
Grid along D 1.00 121.00 0.30 0.60 114.95
Grid along E 1.00 93.00 0.30 0.60 88.35
Grid along 1,2,3,20,21,22 6.00 15.10 0.30 0.60 86.07
Secondary BeamGridalongalong 4-19 between grid
East-West 16.00 18.70 0.30 0.60 284.24
1,2,3,20,21,22
grid 1 -22 1.00 456.00 0.23 0.50 342.00
Second Floor
Grid along H 1.00 395.60 0.50 0.70 454.94
Grid along C 1.00 121.00 0.50 0.70 139.15
Grid along D 1.00 121.00 0.30 0.60 114.95
Grid along E 1.00 93.00 0.30 0.60 88.35
Grid along 1,2,3,20,21,22 6.00 7.10 0.30 0.60 40.47
East-West 16.00 10.70 0.30 0.60 162.64
1,2,3,20,21,22
grid 1 -22 1.00 335.00 0.23 0.50 251.25
Third Floor
Grid along C 1.00 121.00 0.50 0.70 139.15
Grid along D 1.00 121.00 0.30 0.60 114.95
Grid along 1,2,3,20,21,22 6.00 7.10 0.30 0.60 40.47
East-West 16.00 10.70 0.30 0.60 162.64
1,2,3,20,21,22
grid 1 -22 1.00 121.00 0.23 0.50 90.75
Total plaster in beam sides 9683.79 sqm
Slab
Ground Floor
Slab 1.00 6708.00 1.00 0.13 6708.00
First Floor
Slab 1.00 4703.00 1.00 0.13 4703.00
Deduction of void 1.00 73.00 1.00 0.13 73.00
Deduction of Staircase 1.00 32.00 1.00 0.13 32.00
13
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Second Floor
Slab 1.00 1266.00 1.00 0.13 1266.00
Third Floor
Slab 1.00 1266.00 1.00 0.13 1266.00
Total Plaster Work in slab 14080.00 sqm
Staircase
Basement Floor
Dog -legged stair 2.00 23.76 1.00 0.20 95.04
Straight stair 0.00 1.00 1.00 0.20
Ground Floor
Dog -legged stair 4.00 23.76 1.00 0.20 190.08
Straight stair 23.00 16.00 1.00 0.20 736.00
First Floor
Dog -legged stair 2.00 23.76 1.00 0.20 95.04
Straight stair 0.00 1.00 1.00 0.20 0.00
Second Floor
Dog -legged stair 2.00 23.76 1.00 0.20 95.04
Straight stair 0.00 1.00 1.00 0.20 0.00
East block steps

steps 1.00 150.00 1.00 0.20 300.00
Parapet seatings
Stepped Slab 1.00 482.00 1.00 46.00 22172.00
Total Plaster Work in staircase 23683.20 sqm
Slab of Ramp
Ramp slab 1.00 120.00 1.00 0.30 120.00 sqm
Basement
basement wall 2.00 452.20 1.00 3.50 3165.40 sqm
Total Inside Beam, Column, Stair case and others
Total Plaster 69216.21 Sqm
13 STONE WORK
Rubble stone masonryworks in 1:6 c/s mortar &
including 10m trasportation
Compound wall 1.00 812.00 0.60 1.50 730.80
730.80 Cu m
14 C.G.I SHEETS WORKS
Roof Top 1.00 470.00 13.00 6110.00
Total 6110.00 Sqm
15 TRUSS WORKS
25.00 482.20 12055.00 m
ISNB 65M purlin
Medium Black pipe per m wt 6.42 kg /m 77393.10 Kg
88.00 13 1144.00 m
ISNB 80M bottom chord
88.00 13 1144.00 m
ISNB 65M top chord
88.00 51 4488.00 m
ISNB 65M struts
88.00 6.6 580.80 m

ISNB 65M supports near coumn
88.00 13 1131.68 m
ISMC 200 columns
channel per m wt 44.6 kg /m 50472.93 Kg
14
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
Connections 15% of total steel 26597.41 Kg

Total Wt 203913.45 kg
203.91 Mt
16 WOOD WORK
16.1 Making and fitting sal wood door frame having

(3"x 4") wood size with good finish from
approved wood including necessary hardware
Door (D1) 87.00 4.95 0.08 0.10 3.23
Door (D2) 37.00 5.80 0.08 0.10 1.61
Door (D3) 29.00 6.60 0.08 0.10 1.44
Door (D4) 5.00 7.40 0.08 0.10 0.28
W1(window) 16.00 8.40 0.08 0.10 1.01
W2(window) 60.00 7.20 0.08 0.10 3.24
V1(window) 36.00 9.00 0.08 0.10 2.43
V2(window) 29.00 3.60 0.08 0.10 0.78
V3(window) 27.00 5.20 0.08 0.10 1.05
Total Sal wood work for door frame = 15.07 cum
Making and fitting 38 mm thick sal wood

panelled door shutter including necessary brass
16.2 fittings all complete
Door (D1) 87.00 1.575 137.03
Door (D2) 37.00 2.400 88.80
Door (D3) 29.00 3.240 93.96
Door (D4) 5.00 5.400 27.00
346.79 sqm
Fixing glass of various thickness in frame using
16.3 glass thickness 4 mm.
W1(window) 16.00 4.32 69.12
W2(window) 60.00 3.24 194.40
V1(window) 36.00 3.24 116.64
V2(window) 29.00 0.72 20.88
V3(window) 27.00 1.20 32.40
Total 433.44 sqm
17 FLOORING WORK
75mm P.C.C. (1:2:4) in floor with proper mixing

17.1 by mixer machine and compaction by vibrator
machine including proper curing all complete
Ground Floor
Ground Floor
Slab 1.00 6708.00 1.00 0.08 503.10
First Floor
Slab 1.00 4703.00 1.00 0.08 352.73
Deduction of void 1.00 73.00 1.00 0.08 5.48
Second Floor
Slab 1.00 1266.00 1.00 0.08 94.95
Third Floor
Slab 1.00 1266.00 1.00 0.08 94.95
Total Flooring Work 1056.00 cum
17.2 6'' Sand Fiiling
Ground Floor
all 1.00 6708.00 1.00 0.15 1006.20
Total Sand Filling 1006.20 Cu m
18 PAINTING WORKS
Two coat plastic emulsion paint over one coat
18.1 primer (Astar) on new surface
wall 14873.94
column 3609.89
beam 9683.79
ceiling 14080.00
15
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
staicase 23683.20
16
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
shear wall 3165.40

Total painiting works 69096.21 Sqm
18.2 Supplying and applying of two coats of

Door (D1) 87.00 2.10 0.75 274.05
Door (D2) 37.00 2.40 1.00 177.60
Door (D3) 29.00 2.70 1.20 187.92
Door (D4) 5.00 2.70 2.00 54.00
Total enamel paints = 693.57 Sqm
Total Painting Work
19 TILE WORKS
19.1 8''x12'' Tile on wall surface
Ground Floor
Gents toilet-1 6 7 5.8 3.6 552.96
Ladies toilet-1 6 7 4.2 3.6 483.84
Gents toilet-1 2 5.1 7.8 3.6 185.76
Ladies toilet-1 2 5.1 3.6 3.6 125.28
Disable toilet 1 5.1 8.6 3.6 98.64
Team changing toilet 2 5 8 3.6 187.20
Refree room, Delegates, Coach room toilet 3 5 2 3.6 151.20
First Floor
Gents toilet 1.00 5.10 7.80 3.60 92.88
Total 1877.76 sqm
19.2 12"x12" Tile on floor surface

Ground Floor
Gents toilet-1 6 7 5.8 3.6 243.60
Ladies toilet-1 6 7 4.2 3.6 176.40
Gents toilet-1 2 5.1 7.8 3.6 79.56
Ladies toilet-1 2 5.1 3.6 3.6 36.72
Disable toilet 1 5.1 8.6 3.6 43.86
Team changing toilet 2 5 8 3.6 80.00
Refree room, Delegates, Coach room toilet 3 5 2 3.6 30.00
First Floor
Gents toilet 1.00 5.10 7.80 3.60 39.78
Total 729.92 Sqm
20 Marbal Laying And Placing
15 mm thick marble (450 x450 mm) over 20

mm1:2 surki with rubbing & polish to finish
also
Ground Floor
total area 2230 1 1 2230.00
deduction from toilets 690.14 -1 1 -690.14
deduction from stairs 120 -1 1 -120.00
First Floor
total area 1264 1 1 1264.00
deduction from voids 73 -1 1 -73.00
Second Floor
total area 1264 1 1 1264.00
Total Marbal Laying & Placing 3694.86 sqm
21 Expansion joint 8.00 15.00 120.00

8.00 9.20 73.60
3.00 26.60 79.80
3.00 18.90 56.70
3.00 11.30 33.90
3.00 7.85 23.55
Total 387.55 Run m
17
Checked By:
Quantity Estimate
Length Area (Sq
(m) m)
18
Checked By:
R.A. Bldg. 072/73
Summary of Rate Analysis

CIVIL WORKS :
District: Lalitpur F/Y : 2073/74
Rate(NRs) Without Rate(NRs) Without contract

Item No Description of works O/H &Vat O/H &Vat rate Remarks
1 2 3 4 5 6 7
1. Tree Lawn ,Branch seperation etc. with 15m Lead. 86.71 Per no
2. Excavation of roots of trees, with disposal within 15m Lead. 266.80 Per no
Per sqm.
A. Site 3. Surface dressing, Pit filling, mud cutting works etc,
6.67 0.62 Per sft. 7.671 Per sqm.
clearanc
e Works 4. Removal of grasses, small trees, levelling of undulated ground,
landscaping all complete work, and disposal existing earth materials Per sqm.
away from construction site (thickness 15- 20 cm.) 15.34 1.43 Per sft. 17.642 Per sqm.
5. Earth work in excavation in soft clay/silt including 10m hauling,
disposing & 1.5m lifting 480.91 Per cum. 13.63 Per cft. 553.043 Per cum.
6. Earth work in excavation in hard soil soft rocks including 10m
hauling, disposing & 1.5m lifting 549.61 Per cum. 15.58 Per cft. 632.049 Per cum.
B. Earth 7. Earth back filling with compaction in 6" layer with sprinkling water
work in , transporting from 10m distance 333.50 Per cum. 9.45 Per cft. 383.525 Per cum.
excavati
on and 8. Earth filling with compaction in 6" layer without sprinkling water,
filling transporting from 10m distance 166.75 Per cum. 4.73 Per cft. 191.763 Per cum.
9. Pumping out water from trench -Put Qty according to capacity of Per
pumpset 100.00 5000L 0.02 Per Lit. 115.000 Per 5000L
10. Sand filling with compaction in 6" layer, watering etc.
transporting from 10m distance 3532.73 Per cum. 100.13 Per cft. 4062.642 Per cum.
11. Brick work in 1:3 cement mortar in Ground Floor using machine
made brick & including 30m trasportation 13900.52 Per cum. 394.01 Per cft. 15985.603 Per cum.
12. Brick work in 1:3 c/s mortar above Ground Floor using machine
13. Brick work in 1:4 cem mortar in Ground Floor using machine
14. Brick work in 1:4 cem mortar above Ground Floor using machine
15. B/W in 1:5 cement mortar on Ground Floor using machine
16. B/W in 1:5 cement mortar above Ground Floor using machine
17. B/W in 1:6 cement mortar in Ground Floor using machine made
brick & including 30m trasportation 13027.74 Per cum. 369.27 Per cft. 14981.899 Per cum.
18. B/W in 1:6 cement mortar above Ground Floor using machine
19. Brick work in 1:3 cement mortar in ground floor using chimney
20. Brick work in 1:3 cement mortar above ground floor using
chimney made brick & including 30m trasportation 13975.03 Per cum. 396.12 Per cft. 16071.284 Per cum.
C. Brick 21. Brick work in 1:4 cement mortar in ground floor using chimney
& stone made brick & including 30m trasportation 13181.20 Per cum. 373.62 Per cft. 15158.375 Per cum.
works
22. Brick work in 1:4 cement mortar above ground floor using
23 . Half brick thick brick work in 1:4 cement mortar in all height
using chimney made brick & including 30m trasportation 2061.46 Per sqm. 191.59 Per sft. 2370.683 Per sqm.
24. Brick work in 1:6 cement mortar in ground floor using chimney
25. Brick work in 1:6 cement mortar in above ground floor using
26. Brick work in 1:1:1 Lime Sand Surki in ground floor using
27. B/W in 1:1:1 Lime Sand Surki above Gnd Floor using chimney
28. Brick work in 1:2 Lime Surki in ground floor using chimney
29. B/W in 1:2 Lime Surki above ground floor using chimney made
30. Brick work in mud mortar in ground floor using chimney made
31. Brick work in mud mortar above ground floor using chimney
32. Rubble stone masonryworks in 1:3 c/s mortar & including 10m
trasportation 11288.43 Per cum. 319.97 Per cft. 12981.695 Per cum.
35. Dry stone Rubble masonryworks & including 30m trasportation
4570.48 Per cum. 129.55 Per cft. 5256.052 Per cum.
D. Stone
Works
_________ _________ __________

Prepared By Checked By Approved By
R.A. Bldg. 072/73
D. Stone 36. Rubble stone masonry works in mud mortar & including 30m
Works trasportation 4846.43 Per cum. 137.37 Per cft. 5573.395 Per cum.
37. Rubble stone masonry works in 1:3 cement mortar on arch
and lintels & including 30m trasportation 12009.23 Per cum. 340.40 Per cft. 13810.615 Per cum.
40. Dressed stone masonry works in 1:6 cement mortar 7887.75 Per cum. 223.58 Per cft. 9070.913 Per cum.
41. Stone filling on trench and levelling transporting upto 30m 3540.66 Per cum. 100.36 Per cft. 4071.759 Per cum.
42. 1:4:8 P.C.C. work in foundation, walls and floor,etc. including
material collection and transportation upto 30m 9967.62 Per cum. 282.53 Per cft. 11462.764 Per cum.
43. 1:3:6 P.C.C. work in foundation, and floor, including material
collection and transportation upto 30m 10764.62 Per cum. 305.12 Per cft. 12379.314 Per cum.
44. 1:2:4 P.C.C. work in foundation and floor including material
collection & transportation upto 30m 12170.05 Per cum. 344.96 Per cft. 13995.557 Per cum.
E. 45. 1:2:4 P.C.C. work in superstructure slab, beams, columns,
Cement lintels etc. with transportation up to 30m 13989.45 Per cum. 396.53 Per cft. 16087.867 Per cum.
Concret 46. 1:1.5:3 P.C.C. work in superstructure slab, beams, columns,
e Works lintels etc. with transportation up to 30m 15241.01 Per cum. 432.00 Per cft. 17527.163 Per cum.
47. 1:1:2 P.C.C. work in superstructure slab, beams, columns,
lintels etc. with transportation up to 30m 18575.36 Per cum. 526.51 Per cft. 21361.662 Per cum.
48. Curtail, bent up, binding of MS bars according to the drawing for
RCC and its transportation up to 30m 98522.20 Per mt 98.52 Per kg 113300.530 Per mt
49. 6.35cm thick Reinforced Brick work in 1:3 cement mortar in
superstructure slab, lintels etc. with transportation 1047.46 Per sqm. 97.37 Per sft 1204.582 Per sqm.
50. Form work for beams, slab in structure including, screening, Per sqm.
fitting, oiling, dismantling, removing and transportation up to 30m 666.01 61.91 Per sft. 765.917 Per sqm.
51. Column post fitting and dismantling, removing with supplying Per sqm.
wood and transporting upto 30m 1053.73 97.95 Per sft. 1211.784 Per sqm.
52. Form work for structural beams installlation and dismantling, Per sqm.
F. Form removing and transporting upto 30m & up to 0.3m Ht of beams 1101.82 102.42 Per sft. 1267.093 Per sqm.
Work 53. Form work for structural beams installlation and dismantling, Per sqm.
removing and transporting upto 30m 847.66 78.79 Per sft. 974.804 Per sqm.
54. Form work for trench shuttering upto 1.5 to 3.0m depth and Per sqm.
transporting upto 30m 148.06 13.76 Per sft. 170.274 Per sqm.
55. Form work for open trench protection depth over 3.0m and Per sqm.
transporting upto 30m 157.61 14.65 Per sft. 181.247 Per sqm.
56. CGI Sheet Roofing with supplying all materials (26 Gauge Per sqm.
medium CGI) 765.59 71.16 Per sft. 880.423 Per sqm.
57.Fixing GI plain Sheet (0.28mm) Ridge cover with supplying all Per Rm.
materials 750.06 228.68 Per rft. 862.564 Per Rm.
G. Roof 58. Coloured CGI Sheet (26 Gauge medium) Roofing with supplying
Coverin all materials Per sqm.
g 868.93 80.77 Per sft. 999.268 Per sqm.
59.Fixing Coloured GI plain Sheet (0.35mm) Ridge cover with Per Rm.
supplying all materials 911.43 277.88 Per rft. 1048.147 Per Rm.
60.1:1:3 (Lime surki brk agg)10cm thick Lime concrete terracing Per sqm.
work with supplying all materials 3662.71 340.46 Per sft. 4212.119 Per sqm.
61. 20 cm thick wood Ceiling work, plankings with 40x20mm Biding Per sqm.
Joint with supplying all materials 5336.15 496.02 Per sft. 6136.577 Per sqm.
62. Sal wood work for choukosh[0.9x2.1m size &0.1x0.075m
section] 248358.09 Per cum. 7039.63 Per cft. 285611.799 Per cum.
63. 38 mm thick Salwood solid pannel shutter (size 1.07m x 1.982m Per sqm.
= 2.114 sq.m.) 12649.18 1175.79 Per sft. 14546.553 Per sqm.
64 . Openable glazed shutter with 38 x 75mm sal wood frame & 3 Per sqm.
mm thick glass 8632.94 802.47 Per sft. 9927.877 Per sqm.
66. Openable glazed shutter with 38 x 75mm sal wood frame &5 Per sqm.
H. Wood
Work
_________ _________ __________

R.A. Bldg. 072/73
68. Flush shutter 38mm thick sal wood frame with 4mm thick Per sqm.
commercial plywood on both side of shutter 6824.68 634.38 Per sft. 7848.377 Per sqm.
69.3. Flush shutter 38mm thick sal wood frame with 3mm thick teak Per sqm.
plywood on both side of shutter 7559.46 702.68 Per sft. 8693.377 Per sqm.
70. a.38mm thick sal wood shutter with 28 Gauge GI Plain Sheet on Per sqm.
both side of shutter 6467.87 601.21 Per sft. 7438.047 Per sqm.
71. G.I. mosquito proof wire mess (24gauge) shutter works with Per sqm.
H. Wood 38mm thick sal wood frame 4746.82 441.24 Per sft. 5458.848 Per sqm.
Work
72 . Fixed glazed shutter with 3 mm thick glass 724.38 Per sqm. 67.32 Per sft. 833.039 Per sqm.
73. Fixed glazed shutter with 4 mm thick glass 874.88 Per sqm. 81.31 Per sft. 1006.114 Per sqm.
76 . Wooden partition with frames of 38x75 mm sections on
0.61x0.915m rooms fixed with commercial ply both side fixing with
listy 1673.37 Per sqm. 155.52 Per sft. 1924.370 Per sqm.
77 . Wooden partition with frames of 38x75 mm sections on
0.61x0.915m rooms fixed with 12mm thick hard board both side
2091.42 Per sqm. 194.37 Per sft. 2405.127 Per sqm.
fixing with listypartition with frames of 38x75 mm sections on
78. Wooden
0.61x0.915m rooms fixed with 19mm thick planks both side in lap
joint
79 . False ceiling with 50x75 mm sections sisau wood with
600x900mm openings fixed with 4mm thick Commercial plywood 2137.66 Per sqm. 198.67 Per sft. 2458.314 Per sqm.
80. False ceiling with 50x75 mm sections sal wood with
600x900mm openings fixed with 3mm thick Asbetos plain sheets
81. False ceiling with 50x75 mm sections sisau wood with
600x900mm openings fixed with 12mm thick Hard board 2352.94 Per sqm. 218.67 Per sft. 2705.876 Per sqm.
82 . Wooden rafter/purlins/beams making and fixing of saal wood
221269.12 Per cum. 6271.80 Per cft. 254459.488 Per cum.
83 . Wooden trussmaking and fixing of saal wood. 237837.20 Per cum. 6741.42 Per cft. 273512.780 Per cum.
84 . 25mm x150mm salwood eaves board making and fixing 5486.38 Per sqm. 509.89 Per sft. 6309.339 Per sqm.
85. 16-20 mm dia ms rod fixing on windows 110250.00 Per MT 110.25 Per kg. 126787.500 Per MT
86. 38mm(11/2") thick 1:2:4 Cement Concrete FLooring and Per sqm.
finishing with neat cement coat 602.08 55.97 Per sft. 692.397 Per sqm.
87. 50mm(2") thick 1:2:4 Cement Concrete FLooring and finishing Per sqm.
with neat cement coat 740.30 68.81 Per sft. 851.340 Per sqm.
88. 75mm(3") thick 1:2:4 Cement Concrete FLooring and finishing Per sqm.
with neat cement coat 1007.53 93.65 Per sft. 1158.657 Per sqm.
89. 25mm thick mosaic flooring with 20mm thick cement plaster
1:2:4 cement sand ratio & 5mm thick 1:1 white cement & marble Per sqm.
chipping surface course including by rubbing & polish to finish 1748.65 162.54 Per sft. 2010.952 Per sqm.
90. 25mm thick mosaic flooring with 6mm thick 1:1 white cement &
marble chipping over 19mm c/s plaster surface with rubbing & Per sqm.
polish to finish 3236.93 300.89 Per sft. 3722.470 Per sqm.
91. 20mm thick mosaic flooring with 6mm thick 1:1 white cement &
marble chipping over 12.5mm1:2 c/s plaster surface with rubbing Per sqm.
I. & polish to finish 3247.22 301.84 Per sft. 3734.309 Per sqm.
Flooring
Works 92. 20mm terrazo tile over 20mm1:4 c/s plaster surface with Per sqm.
rubbing & polish to finish
2714.38 252.31 Per sft. 3121.535 Per sqm.
93. 15mm thick marble (450x450mm) over 20mm1:2 surki with Per sqm.
rubbing & polish to finish also 3639.89 338.34 Per sft. 4185.875 Per sqm.
Per sqm.
94. Porcelain glazed tile over 20mm1:4 c/s mortar 2401.14 Per sqm. 223.20 Per sft. 2761.313 Per sqm.
95. 50 mm Flagstone paving on 1:4 c/s mortar 1930.58 Per sqm. 179.46 Per sft. 2220.169 Per sqm.
96. 50 mm down Flagstone paving on filled sand 1618.07 Per sqm. 150.41 Per sft. 1860.784 Per sqm.
97. 37.5 mm Flagstone paving on 1:4 cement mortar 1651.11 Per sqm. 153.48 Per sft. 1898.779 Per sqm.
98. 25 mm Flagstone paving on 1:4 cement mortar 1436.54 133.53 Per sft. 1652.020 Per sqm.
99. 25 mm Telia brick paving in 1:2 surki masala & tipkar in 1:2 Per sqm.
cement mortar 1579.47 146.82 Per sft. 1816.394 Per sqm.
100. Brick flat soling on 1:6 cement mortar and pointing in 1:2 Per sqm.
cement mortar on joints 1211.23 112.59 Per sft. 1392.917 Per sqm.
101. Brick edge soling on 1:6 cement mortar and pointing in 1:2 Per sqm.
cement mortar on joints works 1582.94 147.14 Per sft. 1820.380 Per sqm.
Per sqm.
102. Parketting with polishing after rubbing with sand paper works
103. Dry flat brick soling works 897.99 Per sqm. 83.47 Per sft. 1032.683 Per sqm.
104. Dry edge brick soling works 1555.46 144.59 Per sft. 1788.780 Per sqm.
105. Dry stone soling works 7549.84 Per Cum 214.00 Per cft. 8682.310 Per Cum
106. 125mm Edge Brick soling and pointing works in 1:3cement Per sqm.
mortar on joints after sand filling 1728.17 160.64 Per sft. 1987.390 Per sqm.
107. Pointing in 1:1cement mortar on joints works on paved stone Per sqm.
46cm X46cm 86.28 Per sqm. 8.02 Per sft. 99.223 Per sqm.
108. Filling with sand works 3499.38 Per cum. 325.28 Per sft. 4024.289 Per sqm.
109. 15-150 mm brick bat Filling works 1062.95 30.13 Per cft. 1222.387 Per cum.
Per sqm.
110. 3mm thick thin layer cement Punning (chipping )works 242.30 22.52 Per sft. 278.646 Per sqm.
Per sqm.
111. 12.5mm 1:3 cement sand plaster on ceiling 404.90 Per sqm. 37.64 Per sft. 465.635 Per sqm.
112. 12.5mm 1:4cement sand plaster works on ceiling 396.05 Per sqm. 36.81 Per sft. 455.457 Per sqm.
113. 12.5mm 1:4 cement sand plaster works except in ceiling 342.13 Per sqm. 31.80 Per sft. 393.449 Per sqm.
J. 114. 12.5mm 1:6 cement sand plaster works 320.33 29.78 Per sft. 368.378 Per sqm.
Per sqm.
Plasters 115. 12.5mm 1:2 Lime surki plaster works 336.96 31.32 Per sft. 387.505 Per sqm.
&
116. 20mm 1:3 cement sand plaster works 461.22 Per sqm. 42.87 Per sft. 530.406 Per sqm.
Pointing Per sqm.
Work : 117. 20mm 1:4cement sand plaster works except in ceiling 444.28 Per sqm. 41.30 Per sft. 510.923 Per sqm.
118. 20mm 1:6 cement sand plaster works except in ceiling 410.21 38.13 Per sft. 471.736 Per sqm.
_________ _________ __________
J.
Plasters
&
Pointing
Work :
R.A. Bldg. 072/73
119. 25mm mud plaster works with preparation of mud and surface Per sqm.
etc. 30m lead 362.41 Per sqm. 33.69 Per sft. 416.772 Per sqm.
120. 12 mm mud plaster works with preparation of mud and surface
etc. 30m lead
121. 2 coat white washing works in ceiling on new surface 32.73 Per sqm. 3.04 Per sft. 37.635 Per sqm.
122. 2 coat white washing works on other new surface 27.49 Per sqm. 2.55 Per sft. 31.610 Per sqm.
123. 3 coat white washing works in ceiling on new surface 66.06 Per sqm. 6.14 Per sft. 75.968 Per sqm.
124. 3 coat white washing works on other new surface 54.75 Per sqm. 5.09 Per sft. 62.959 Per sqm.
125. One White washing works on old surface 14.90 Per sqm. 1.39 Per sft. 17.136 Per sqm.
126. One coat distempering works over one coat astar 101.35 Per sqm. 9.42 Per sft. 116.553 Per sqm.
127. Two coat distemper works over one coat astar 141.60 13.16 Per sft. 162.840 Per sqm.
128 One coat water proof cement paint works over one coat astar Per sqm.
50.48 4.69 Per sft. 58.046 Per sqm.
Per sqm.
129. Two coat water proof cement paint works over one coat astar
117.07 10.88 Per sft. 134.625 Per sqm.
130. One coat readymade enamel paint over one coat primer Per sqm.
(Astar) on new surface 188.95 17.56 Per sft. 217.295 Per sqm.
K. 131. Two coat readymade enamel paint over one coat primer Per sqm.
Painting (Astar) on new surface 284.48 26.44 Per sft. 327.154 Per sqm.
Work 132. One coat plastic emulsion paint over one coat primer (Astar)
Per sqm.
on new surface 179.74 16.71 Per sft. 206.696 Per sqm.
133. Two coat plastic emulsion paint over one coat primer (Astar) Per sqm.
on new surface 275.41 25.60 Per sft. 316.717 Per sqm.
134. Two coat aluminium paint over one coat primer (Astar) on Per sqm.
new surface 264.85 24.62 Per sft. 304.572 Per sqm.
135. One coat double boiled linseed oiling work on new surface Per sqm.
44.10 4.10 Per sft. 50.715 Per sqm.
136. Two coat double boiled linseed oiling work on new surface Per sqm.
86.10 8.00 Per sft. 99.015 Per sqm.
Per sqm.
137. One coat varnishing work on new surface 68.78 Per sqm. 6.39 Per sft. 79.097 Per sqm.
138. Two coat varnishing work on new surface 132.86 12.35 Per sft. 152.789 Per sqm.
Per sqm.
139. One coat bitumen paint work on new surface 25.29 2.35 Per sft. 29.084 Per sqm.
Per sqm.
140. Two coat bitumen paint work on new surface 44.44 Per sqm. 4.13 Per sft. 51.106 Per sqm.
141. Three coat french(chapra) polish work on new surface 156.31 14.53 Per sft. 179.757 Per sqm.
142. One coat snowcem work after cement paint on new Per sqm.
plastered surface 78.83 7.33 Per sft. 90.649 Per sqm.
143. Two coat snowcem work after cement paint on new Per sqm.
plastered surface 141.88 13.19 Per sft. 163.156 Per sqm.
144. Flush pointing works in 1:1 cement sand mortar on brick Per sqm.
masonry work 231.88 21.55 Per sft. 266.664 Per sqm.
145. Ruled pointing works in 1:1 cement sand mortar on brick Per sqm.
146. Flush pointin g works in 1:2 cement sand mortar on Brick Per sqm.
147. Ruled pointing works in 1:2 cement sand mortar on Brick Per sqm.
148. Flush pointing works in 1:3 cement sand mortar on Brick Per sqm.
149. ruled pointing works in 1:3 cement sand mortar on Brick Per sqm.
150. Flush pointing works in 1:1:3 cement Lime sand mortar on Per sqm.
Brick masonry work 216.69 20.14 Per sft. 249.196 Per sqm.
151. Ruled pointing works in 1:1:3 cement Lime sand mortar on Per sqm.
Brick masonry work 239.87 22.30 Per sft. 275.855 Per sqm.
152. Flush pointing works in 1:1 Lime Surki mortar on Brick Per sqm.
L. masonry work 215.73 20.05 Per sft. 248.090 Per sqm.
Pointing 153. Ruled pointing works in 1:1 Lime Surki mortar on Brick Per sqm.
Works masonry work 255.75 23.77 Per sft. 294.113 Per sqm.
154. Flush pointing works in 1:2 Lime Surki mortar on Brick Per sqm.
_________ _________ __________

L.
Pointing
Works
R.A. Bldg. 072/73
155. Ruled pointing works in 1:2 Lime Surki mortar on Brick Per sqm.
156. Flush ruled pointing works in 1:1 c/s mortar on random rubble Per sqm.
158. Flush ruled pointing works in 1:3cement sand mortar on ashlar Per sqm.
164. Pointing works in 1:3cement sand mortar on 45x45cm Per sqm.
flagstone paving 86.28 Per sqm. 8.02 Per sft. 99.223 Per sqm.
165. Pointing works in 1:1cement sand mortar on telia bricks 184.20 Per sqm. 17.12 Per sft. 211.827 Per sqm.
166. 3mm Lime flushing plaster works 184.38 Per sqm. 17.14 Per sft. 212.037 Per sqm.
167. 3mm cement flushing plaster works 240.07 Per sqm. 22.32 Per sft. 276.080 Per sqm.
168. 2 cm thick DPC in 1:2 C/S with Water Proofing Compound
(WPC)
169. 2.5 cm thick DPC in 1:1.5:3 concrete with Water Proofing
Compound (WPC)
170. One coat Bitumenous paint on DPC and sand covering 173.59 Per sqm. 16.14 Per sft. 199.633 Per sqm.
171. One Layer 500 Gauge polythene sheet for DPC 127.50 Per sqm. 11.85 Per sft. 146.625 Per sqm.
0 172. One coat tar felt works with sand 773.73 Per sqm. 71.92 Per sft. 889.790 Per sqm.
173. Two coat tar felt works with sand 1196.06 Per sqm. 111.18 Per sft. 1375.470 Per sqm.
174. One coat damp Proof grade tar felt works with sand 974.20 Per sqm. 90.56 Per sft. 1120.331 Per sqm.
175. Two coat damp Proof grade tar felt works with sand 1792.19 Per sqm. 166.59 Per sft. 2061.019 Per sqm.
176. One coat rain seal or equivalent painting works 672.16 62.48 Per sft. 772.985 Per sqm.
177. Maintenance of wall in 1:6 C/S at corners with removal of old Per Cum. Per Cum.
bricks 18096.58 512.94 Per Cu ft. 20811.071
178. Maintenance of wall in 1:2 lime surki with removal of old bricks Per Cum. Per Cum.
at wall corners 18533.26 Per Sqm. 525.32 Per Cu ft. 21313.254 Per Sqm.
179. One coat Enamel paintings works after linseed oil flushing 186.42 17.33 Per Sq ft. 214.380
180. Dismantling of Cement Plaster and Disposing with Per Cum. Per Cum.
transportation of 10m. 72.04 2.04 Per Cu ft. 82.841
N. 181. Dismantling of Tile Roof and Disposing tile/Woods with Per Cum. Per Cum.
Mainten transportation of 10m. 103.06 Per Sqm. 2.92 Per Cu ft. 118.518 Per Sqm.
ance 182. Antitermite paint on wood 326.24 30.33 Per Sqft. 375.176
Work 183. Dismantling of Mud mortared wall and Disposing with
Per Cum. Per Cum.
184. Dismantling of Cement mortared wall and Disposing with Per Cum. Per Cum.
185. Dismantling of R.C.C./R.B.C. and Disposing with Per Cum. Per Cum.
186. Dismantling of P.C.C. and Disposing with transportation of Per Cum. Per Cum.
10m. 2668.00 75.62 Per Cu ft. 3068.200
187. 3 x 20mm Metal Grill including manufacturing, fitting, painting Per sqm.
with Aluminium paint, sand papering all complete 1790.95 166.48 Per sft. 2059.593 Per sqm.
188. 216. 4.5 x 20mm Metal Grill including manufacturing, fitting, Per sqm.
painting with Aluminium paint, sand papering all complete 3220.70 299.38 Per sft. 3703.805 Per sqm.
O. (Iron)
Steel 189. Iron tubular Truss including manufacturing, welding, supply of
Work material, painting and fixing all complete 139.44 Per
Per Rm.
kg 139.44 Per kg 160.355 Per kg
190. GI Barbed wire fencingworks 62.08 18.93 Per rft. 71.396 Per Rm.
191. Barbed wire fencing in 75x100x2100 Saal wood posts with Per Rm.
5rows & two cross bracings all complete 1374.18 418.96 Per rft. 1580.308 Per Rm.
192. M1 . Rain Water Pipe 90 mm dia. HDPE 296.49 Per Rmt. 90.39 Per Rft 340.964 Per Rmt.
P. 193. M11.Concrete Hollow Block Masonry works in 1:4 cement
2108.63 Per Sq.m. 196.15 Per Sq.ft. 2424.930 Per Sq.m.
Miscelan mortar
194. M12. 50mm thick inter locking concrete block work on 50mm
eous 195. 1420.41 Per sqm.. 132.13 Per sqft. 1633.474 Per sqm..
thick M13.
dust 60mm thick inter locking concrete block work on 50mm
1445.95 Per sqm. 134.38 Per sqft. 1662.848 Per sqm.
thick dust
_________ _________ __________

COST ESTIMATE:
Official Rate
District: Lalitpur
Fiscal Year: 074/075
Labour,Equipments & Material Rates for Official Use.
Rates
Total
S.N. Description of Resources Units Basic Rate(NRs) Rates(NRs) Remarks
A: Labours
1 Sk MD 908.00 908.00
2 Unsk MD 667.00 667.00
3 Coolies MD 667.00 667.00
B: Equipments 0.00
1 Water Pump Hrs 200.00 200.00
2 Truck Hrs 450.00 450.00
3 Road Roller Hrs 700.00 700.00
4 Machine to rub sandpaper hrs 150.00 150.00
C: Materials
1 Cement (Nepal made gen.) MT 15940.00 15940.00
2 Sand (Khani) cum 2787.12 2787.12
3 Aggregate 20- 40mm cum 2646.00 2646.00
10-20mm cum 2716.56 2716.56
6-10mm cum 2540.16 2540.16
4 Gravel (River/Quarry Local) cum 1587.60 1587.60
5 Screening (20-40mm river pebbles) cum 1658.16 1658.16

6 Stone dust Binding materials cum 1058.40 1058.40
7 Mix soling base course cum 0.00 0.00
8 Bricks Local(chimnee made) Nos 14.00 14.00
Machine made Nos 15.30 15.30
25mm Telia Bricks Nos 13.00 13.00
9 Block/Bund stone Cum 2116.80 2116.80
Chisel Dressed Stone cum 2469.60 2469.60
Soil from borrow pits cum 260.00 260.00
10 Paints Snowcem(cement) Kg 79.00 79.00
Primer on plaster Ltr 286.00 286.00
Red Oxide Paint Ltr 280.00 280.00
Enamel Ltr 560.00 560.00
Wood Primer Ltr 402.00 402.00
Distemper Kg 238.00 238.00
Emulsion Paint Ltr 562.00 562.00
Aluminium Paint Ltr 583.00 583.00
Linseed Oil Ltr 210.00 210.00
Cement Paint Kg 79.00 79.00
Wood Preservative paint Ltr 244.00 244.00
Rain seal paint (Equivalent to

Weather coat) Ltr 673.00 673.00
Plastic Emulsion paint Ltr 562.00 562.00
Varnish Ltr 470.00 470.00
Chapra(French Polish) Kg 978.00 978.00
Spirit Ltr 126.00 126.00
Geru(nepal Red) Kg 146.00 146.00
Bituminous paint Ltr 68.00 68.00
11 WP Compound (silica flum) kg 289.00 289.00
12 White Lime Kg 21.00 21.00 800Kg/m3
White Lime Cum 16800.00 16800.00
13 Surki Cum 1541.03 1541.03
14 Steel reinforcements TMT MT 75000.00 75000.00
Binding/Wire Kg 87.22 87.22 ToR Steel

15 Wood Saal Cum 194040.00 194040.00
Sisau Cum 92010.24 92010.24
Normal (Local for Formwork) Cum 44452.80 44452.80

Planks normal uttis Sqm 578.78 578.78
Wooden Listy 1.5" Rm 28.00 28.00
Hard Board Sqm 451.50 451.50
16 3mm Commercial Plywood Sqm 204.25 204.25
4mm Commercial Plywood Sqm 247.25 247.25
3mm Asbetos Sheet Sqm 329.26 329.26
17 3mm Teak Ply Sqm 602.00 602.00
18 24gauge GI Wire Mesh for Mosquito proofing Sqm 116.00 116.00
19 Nails(steel) Ordinary Kg 109.00 109.00
20mm Screws Nos 1.00 1.00
50mm Nails Nos 7.00 7.00
20 Mud Cum 260.00 260.00
21 J-Hook 8 mm(1kg=7nos) Nos 19.00 19.00
Bitumen washer Nos 3.00 3.00
8mm Nut-Bolt Nos 28.00 28.00
22 CGI Sheet 26 Gauge 0.38mm Sqm 369.44 369.44
GI Plain sheet 26G (0.38 mm thick) Meter 94.76 94.76
GI Plain sheet 28G (0.28 mm thick) Meter 74.98 74.98
GI Plain sheet 28G 4 feet wide Meter 304.63 304.63
23 Coloured CGI(0.38mm) medium Sq M 455.56 455.56

Coloured GI plain sheet -.35mm Meter 439.11 439.11
24 Slates Sqm 301.86 301.86
25 Clay Tiles (machine made) Nos 18.00 18.00
Clay Ridge Tiles ( " " ) Nos 31.00 31.00
200mm terrazo Tiles Sq M 516.00 516.00
Glazed Ceramic Tiles Sq M 516.00 516.00
26 Brick Agg cum 1155.77 1155.77
27 Colouring pigments kg 39.00 39.00
28 Khar Bdle 10.00 10.00
Bamboo Nos 198.00 198.00
Rope (nariyal) Kg 120.00 120.00
Chatai Sq M 20.00 20.00
29 Hold fast Nos 17.29 17.29
30 Hinges100mm Nos 27.00 27.00
Hinges 75 mm Nos 15.00 15.00
Tower Bolts 300mm Nos 103.00 103.00
Tower Bolts150mm Nos 65.00 65.00
Tower Bolts100mm Nos 39.00 39.00
Locking sets300mm Nos 252.00 252.00
Locking sets225mm Nos 221.00 221.00
Mortish lock Nos 404.00 404.00
Handles(Good Quality) Nos 46.00 46.00
Spring (Normal) Nos 173.00 173.00
32 Iron Strips/Angles kg 85.00 85.00
33 Glass (3 - 6 mm thick)3mm sqm 537.50 537.50
4mm sqm 688.00 688.00
5mm sqm 924.50 924.50
6mm sqm 1075.00 1075.00
34 Barbed wire Rm 13.57 13.57
U-Hook nos 0.74 0.74
35 GIWire 12 SWG Commercial kg 83.00 83.00
10SWG Commercial kg 83.00 83.00
8SWG Commercial kg 83.00 83.00
36 Collapsible gate sqm 5375.00 5375.00
37 Rolling shutter sqm 3762.50 3762.50
38 Iron Tubular Truss sqm 2150.00 2150.00
39 Iron Gate sqm 6987.50 6987.50
40 Metal gril 3x20mm sqm 1790.95 1790.95
4.5x20mm sqm 3220.70 3220.70
41 Bitumen kg 68.00 68.00
42 Tar felt sqm 120.00 120.00
43 Miscellaneous
sand Paper Nos 6.00 6.00
Gum(white washing) kg 217.00 217.00
Fire Wood kg 20.00 20.00
White Cement Mt 26375.00 26375.00
Marble chips Cum 13728.00 13728.00
Axalic acid kg 115.00 115.00
Wax Polish kg 200.00 200.00
Turpentine Oil lit. 229.00 229.00
13mm thick marbles sqm 1644.75 1644.75
Porcelain glaged tile(12"*12" and above) Sq M 709.50 709.50
50 mm thick flagstone Sq M 1182.50 1182.50
50 mm down thick flagstone Sq M 1026.63 1026.63
37.5 mm thick flagstone Sq M 1021.25 1021.25
25 mm thick flagstone Sq M 870.75 870.75
Parkette wooden Sq M 1870.50 1870.50
Batten Bricks cum 359.95 359.95
HDPE 2.5Kgf 90mm Dia rain waterpipe Rm 200.00 200.00
PVC 90mm 2.5 kgf Rm 141.00 141.00
Rice Straw Kg 5.00 5.00
Cow Dung Kg 4.80 4.80
500 gauge polythene sheet sq m 30.00 30.00
Interlocking cc block 50mm sq m 534.06 534.06
Interlocking cc block 60mm sq m 557.28 557.28
Concrete Hollow Block 16"*8"*6" nos 76 76
Black Iron Pipe Kg 79 79
Note: The above rates are excluding VAT

Rate Analysis
RATE ANALYSIS
District : Lalitpur
F/Y : 2073/2074
CIVIL WORKS :
Contents
CATEGO
RIES WORKS
A: Site clearance Works
B: Earth cutting and Filling Works
C: Brick Works
D: Stone Works
E: Cement Concrete Works
F: Form Works
G: Roofing Works
H: Wood Works
I: Flooring Works
J: Plastering Works
K: Painting Works
L: Pointing Works
M: Water Proofing Works
N: Maintenance works
O: Iron (Steel) Works
P: Miscellaneous Works
2073 Bhadra
_______________
____________ _______________
Approved By
Prepared By Checked By
Rate Analysis
A. Site clearance Works

1. Tree Lawn ,Branch seperation etc. with 15m Lead. (1nos)
Resources Level/Type Quantity Unit Rate per Amount Total from each
Unit Resources
Labours: Unskilled 0.130 Nos. 667.00 86.71 86.71
Actual rate 86.71
Rate 15% contractor's overhead 13.01
Per no Total 99.72
86.71
2. Excavation of roots of trees, with disposal within 15m Lead. (1nos)

Unit Resources
Actual rate 266.80
Per no Total 306.82
266.80
3. Surface dressing, Pit filling, mud cutting works etc, (1sqm/10.76 sft)
Unit Resources
Actual rate 6.67
Per sqm. Per sft. Total 7.67
6.67 0.62
4. Removal of grasses, small trees, levelling of undulated ground, landscaping all complete work, and disposal existing earth materials
away from construction site (thickness 15- 20 cm.)
(10sqm)
Unit Resources
Actual rate 153.41
15.34 1.43
B. Earth work in excavation and filling

5. Earth work in excavation in soft clay/silt including 10m hauling, disposing & 1.5m lifting (1cu.m./35.28 cft)
Unit Resources
Labours: Coolies 0.700 Nos. 667.00 466.90 466.90
Tools & Equipments 3% of total labour cost 14.01 14.01
Actual rate 480.91
Per cum. Per cft. Total 553.04
480.91 13.63
6. Earth work in excavation in hard soil soft rocks including 10m hauling, disposing & 1.5m lifting (1cu.m./35.28 cft)
Unit Resources
Actual rate 549.61
549.61 15.58
_______________
____________ _______________
Approved By
Rate Analysis
7. Earth back filling with compaction in 6" layer with sprinkling water , transporting from 10m distance ( 1cu.m/35.28 cft )
Unit Resources
a) Coolies 0.500 Nos. 667.00 333.50 333.50
Actual rate 333.50
333.50 9.45
8. Earth filling with compaction in 6" layer without sprinkling water, transporting from 10m distance ( 1cu.m/35.28 cft )
Unit Resources
a) Coolies 0.250 Nos. 667.00 166.75 166.75
Actual rate 166.75
166.75 4.73
9. Pumping out water from trench -Put Qty according to capacity of pumpset ( 5000L/0.5 cum)
Unit Resources
a) pump Hours 0.500 Hours 200.00 100.000 100.000
Actual rate 100.000
Per 5000L Per Lit. Total 115.000
100.00 0.02
10. Sand filling with compaction in 6" layer, watering etc. transporting from 10m distance ( 1cu.m/35.28 cft )
Unit Resources
Labours: a) Coolies 0.700 Nos. 667.00 466.90 466.90
Materials Sand 1.100 cu.m. 2787.12 3065.83 3065.83
Actual rate 3532.73
3532.73 100.13
C. Brick & stone works

11. Brick work in 1:3 cement mortar in Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
Labours: a) Skilled 1.50 Nos. 908.00 1362.00
b) Unskilled 2.20 Nos. 667.00 1467.40
c) Unskilled(for scafolding) 0.20 Nos. 667.00 133.40 2962.80
Bricks 530.000 Nos. 15.30 8109.00
Materials Cement 0.130 MT 15940.00 2072.20
Sand 0.270 Cub.M. 2787.12 752.52 10933.72
Sundries 3% of (c) 4.00 4.00
Actual rate 13900.52
13900.52 394.01
12. Brick work in 1:3 c/s mortar above Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.270 Cub.M. 2787.12 752.52 10933.72
Sundries 3% of (c) 14.01 14.01
14244.03 403.74
_______________
____________ _______________
Approved By
Rate Analysis
13. Brick work in 1:4 cem mortar in Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.270 Cub.M. 2787.12 752.52 10455.52
Sundries 3% of (c) 4.00 4.00
13422.32 380.45
14. Brick work in 1:4 cem mortar above Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.270 Cub.M. 2787.12 752.52 10455.52
Sundries 3% of (c) 14.01 14.01
13765.83 390.19
15. B/W in 1:5 cement mortar on Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.310 Cub.M. 2787.12 864.01 10407.61
Sundries 3% of (c) 4.00 4.00
13374.41 379.09
16. B/W in 1:5 cement mortar above Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.310 Cub.M. 2787.12 864.01 10407.61
Sundries 3% of (c) 14.01 14.01
13717.91 388.83
17. B/W in 1:6 cement mortar in Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.300 Cub.M. 2787.12 836.14 10060.94
Sundries 3% of (c) 4.00 4.00
13027.74 369.27
_______________
____________ _______________
Approved By
Rate Analysis
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.300 Cub.M. 2787.12 836.14 10060.94
Sundries 3% of (c) 14.01 14.01
13371.24 379.00
19. Brick work in 1:3 cement mortar in ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.270 Cub.M. 2787.12 752.52 10664.72
Sundries 3% of (c) 4.00 4.00
13631.52 386.38
20. Brick work in 1:3 cement mortar above ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.270 Cub.M. 2787.12 752.52 10664.72
Sundries 3% of (c) 14.01 14.01
13975.03 396.12
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.280 Cub.M. 2787.12 780.39 10214.39
Sundries 3% of (c) 4.00 4.00
13181.20 373.62
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.280 Cub.M. 2787.12 780.39 10214.39
Sundries 3% of (c) 14.01 14.01
13524.70 383.35
_______________
____________ _______________
Approved By
Rate Analysis
23 . Half brick thick brick work in 1:4 cement mortar in all height using chimney made brick & including 30m trasportation
( 1 sqm/10.76 sft)
Unit Resources
b) Unskilled 0.510 Nos. 667.00 340.17
Bricks 73.000 Nos. 14.00 1022.00
Sand 0.040 Cub.M. 2787.12 111.48 1292.88
Sundries 3% of (c) 3.22 3.22
Actual rate 2061.46
2061.46 191.59
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.300 Cub.M. 2787.12 836.14 9791.94
Sundries 3% of (c) 4.00 4.00
12758.74 361.64
25. Brick work in 1:6 cement mortar in above ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.300 Cub.M. 2787.12 836.14 9791.94
Sundries 3% of (c) 14.01 14.01
13102.24 371.38
26. Brick work in 1:1:1 Lime Sand Surki in ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Materials Lime 0.140 Cub.M. 16800.00 2352.00
Sand 0.140 Cub.M. 2787.12 390.20
Surki 0.140 Cub.M. 1541.03 215.74 10797.94
Sundries 3% of (c) 4.00 4.00
13764.74 390.16
_______________
____________ _______________
Approved By
Rate Analysis
27. B/W in 1:1:1 Lime Sand Surki above Gnd Floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.140 Cub.M. 2787.12 390.20
Surki 0.140 Cub.M. 1541.03 215.74 10797.94
Sundries 3% of (c) 14.01 14.01
14108.25 399.89
28. Brick work in 1:2 Lime Surki in ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Surki 0.280 Cub.M. 1541.03 431.49 10623.49
Sundries 3% of (c) 4.00 4.00
13590.29 385.21
29. B/W in 1:2 Lime Surki above ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Materials Lime 0.140 MT 16800.00 2352.00
Surki 0.280 Cub.M. 1541.03 431.49 10623.49
Sundries 3% of (c) 14.01 14.01
13933.80 394.95
30. Brick work in mud mortar in ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 1.700 Nos. 667.00 1133.90
c)Unskilled(for scafolding) 0.200 Nos. 667.00 133.40 2175.30
Bricks 560.000 Nos. 14.00 7840.00
Materials Mud 0.420 Cub.M. 260.00 109.20 7949.20
Sundries 3% of (c) 4.00 4.00
10128.50 287.09
31. Brick work in mud mortar above ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 1.700 Nos. 667.00 1133.90
Bricks 560.000 Nos. 14.00 7840.00
Sundries 3% of (c) 14.01 14.01
10472.01 296.83
_______________
____________ _______________
Approved By
Rate Analysis
D. Stone Works
32. Rubble stone masonryworks in 1:3 c/s mortar & including 10m trasportation ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 5.000 Nos. 667.00 3335.00 4697.00
Cement 0.194 MT 15940.00 3092.36
Materials Sand 0.420 Cub.M. 2787.12 1170.59
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6591.43
11288.43 319.97
Unit Resources
b) Unskilled 5.000 Nos. 667.00 3335.00 4697.00
Cement 0.159 MT 15940.00 2534.46
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6089.27
10786.27 305.73
Unit Resources
b) Unskilled 5.000 Nos. 667.00 3335.00 4697.00
Cement 0.106 MT 15940.00 1689.64
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 5328.07
10025.07 284.16
35. Dry stone Rubble masonryworks & including 30m trasportation ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.000 Nos. 667.00 1334.00 2242.00
Materials Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 2328.48
Actual rate 4570.48
4570.48 129.55
36. Rubble stone masonry works in mud mortar & including 30m trasportation ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.250 Nos. 667.00 1500.75 2408.75
Materials Blockstone 1 Cub.M. 2116.80 2116.8
Bundstone 0.1 Cub.M. 2116.80 211.68
Mud 0.42 Cub.M. 260.00 109.2 2437.68
Actual rate 4846.43
4846.43 137.37
_______________
____________ _______________
Approved By
Rate Analysis
37. Rubble stone masonry works in 1:3 cement mortar on arch and lintels & including 30m trasportation ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 5.400 Nos. 667.00 3601.80 5417.80
Cement 0.194 MT 15940.00 3092.36
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6591.43
12009.23 340.40
38. Rubble stone masonry works in 1:4 cement mortar on arch and lintels & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 5.400 Nos. 667.00 3601.80 5417.80
Cement 0.159 MT 15940.00 2534.46
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6117.14
11534.94 326.95
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 5.400 Nos. 667.00 3601.80 5417.80
Cement 0.106 MT 15940.00 1689.64
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 5328.07
10745.87 304.59
40. Dressed stone masonry works in 1:6 cement mortar ( 10 cu.m./352.8 cft)
Unit Resources
b) Unskilled 30.000 Nos. 667.00 20010.00 33630.00
Cement 0.400 MT 15940.00 6376.00
Dressed stone 11.000 Cub.M. 2469.60 27165.60 45247.50
7887.75 223.58
41. Stone filling on trench and levelling transporting upto 30m ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 1.500 Nos. 667.00 1000.50 1000.50
Bundstone 0.200 Cub.M. 2116.80 423.36 2540.16
Actual rate 3540.66
3540.66 100.36
_______________
____________ _______________
Approved By
Rate Analysis
E. Cement Concrete Work
42. 1:4:8 P.C.C. work in foundation, walls and floor,etc. including material collection and transportation upto 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 3576.00
Sand 0.470 Cub M 2787.12 1309.95
40 mm aggregate 0.650 Cub M 2646.00 1719.90
20 mm aggregate 0.240 Cub M 2716.56 651.97 6391.62
Actual rate 9967.62
9967.62 282.53
43. 1:3:6 P.C.C. work in foundation, and floor, including material collection and transportation upto 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 3576.00
Sand 0.470 Cub M 2787.12 1309.95
10764.62 305.12
44. 1:2:4 P.C.C. work in foundation and floor including material collection & transportation upto 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 3576.00
Sand 0.445 Cu.m. 2787.12 1240.27
40 mm aggregate 0.520 Cu.m. 2646.00 1375.92
20 mm aggregate 0.220 Cu.m. 2716.56 597.64
10 mm aggregate 0.110 Cu.m. 2540.16 279.42 8594.05
12170.05 344.96
45. 1:2:4 P.C.C. work in superstructure slab, beams, columns, lintels etc. with transportation up to 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 7.000 Nos. 667.00 4669.00 5395.40
Sand 0.445 Cub M 2787.12 1240.27
13989.45 396.53
_______________
____________ _______________
Approved By
Rate Analysis
46. 1:1.5:3 P.C.C. work in superstructure slab, beams, columns, lintels etc. with transportation up to 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 7.000 Nos. 667.00 4669.00 5395.40
Sand 0.425 Cub M 2787.12 1184.53
15241.01 432.00
(1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 7.000 Nos. 667.00 4669.00 5395.40
Sand 0.425 Cub M 2787.12 1184.53
18575.36 526.51
48. Curtail, bent up, binding of MS bars according to the drawing for RCC and its transportation up to 30m
( 1 MT =1000 kg )
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 18900.00
Materials Tor steel/MS bar 1.050 MT 75000.00 78750.00
Binding Wires 10.000 Kg 87.22 872.20 79622.20
Per mt Per kg Total 113300.53
98522.20 98.52
49. 6.35cm thick Reinforced Brick work in 1:3 cement mortar in superstructure slab, lintels etc. with transportation
upto 30m(for 10 sq.m./ 107.58sft )
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 3045.20
Sand 0.200 Cub M 2787.12 557.42
Local Bricks 377.000 Nos. 14.00 5278.00 7429.42
Per sqm. Per sft Total 12045.82
1047.46 97.37
_______________
____________ _______________
Approved By
Rate Analysis
F. Form Work
50. Form work for beams, slab in structure including, screening, fitting, oiling, dismantling, removing and transportation up to 30m
( 10 sq.m./ 107.58 sft )
Unit Resources
b) Coolies 2.570 Nos. 667.00 1714.19 3275.95
Materials Wood (Local/Normal)* 0.070 Cub M 44452.80 3111.70
Nails 2.500 Kg 109.00 272.50 3384.20
Actual rate 6660.15
666.01 61.91
* Asume that timber and ballies will become unserviceable after being used for 6 Times
\ Qty. of material = 0.526/8 = 0.07 Cu. m.
51. Column post fitting and dismantling, removing with supplying wood and transporting upto 30m ( 10 sq.m./ 107.58 sft )
Unit Resources
b) Coolies 5.622 Nos. 667.00 3749.87 7153.06
Materials Wood (Ordinary) 0.070 Cub M 44452.80 3111.70
Nails 2.500 Kg 109.00 272.50 3384.20
1053.73 97.95
52. Form work for structural beams installlation and dismantling, removing and transporting upto 30m & up to 0.3m Ht of beams
( 10 sq.m./ 107.58 sft )
Unit Resources
b) Coolies 6.000 Nos. 667.00 4002.00 7634.00
Nails 2.500 Kg 109.00 272.50 3384.20
1101.82 102.42
53. Form work for structural beams installlation and dismantling, removing and transporting upto 30m
(0.3m to 0.8m Ht of beams) ( 10 sq.m./ 107.58 sft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 5092.36
Nails 2.500 Kg 109.00 272.50 3384.20
Actual rate 8476.56
847.66 78.79
54. Form work for trench shuttering upto 1.5 to 3.0m depth and transporting upto 30m (100 sq.m./ 1075.8 sft )
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 1121.00
Materials Planks 4.160 Sq M 578.78 2407.72
Walling Strut Wood (Normal)* 0.254 Cub M 44452.80 11277.68 13685.40

148.06 13.76
55. Form work for open trench protection depth over 3.0m and transporting upto 30m ( 100 sq.m./ 1075.8 sft )
Unit Resources
b) Coolies 1.750 Nos. 667.00 1167.25 2075.25
Walling Strut Wood
(Local/Normal) 0.254 Cub M 44452.80 11277.68 13685.40
157.61 14.65
_______________
____________ _______________
Approved By
Rate Analysis
G. Roof Covering
56. CGI Sheet Roofing with supplying all materials (26 Gauge medium CGI) (10sq.m / 107.58 sq. ft)
Unit Resources
b) Unskilled 1.250 Nos. 667.00 833.75 1832.55
CGI Sheet (26 Gauge) 12.000 Sq M 369.44 4433.30
Materials 8mm Nut Bolt 30.000 Nos. 28.00 840.00
J-Hook 25.000 Nos. 19.00 475.00
Bitumin washer 25.000 Nos. 3.00 75.00 5823.30
Actual rate 7655.85
765.59 71.16
57.Fixing GI plain Sheet (0.28mm) Ridge cover with supplying all materials (10Rm / 3.28 ft)
Unit Resources
b) Unskilled 3.000 Nos. 667.00 2001.00 3817.00
GI Sheet (28Gauge) 12.000 R M 304.63 3655.56
Materials 8mm Nut Bolt L.S. 28.00 28.00 3683.56
Actual rate 7500.56
Per Rm. Per rft. Total 8625.64
750.06 228.68
58. Coloured CGI Sheet (26 Gauge medium) Roofing with supplying all materials (10sq.m / 107.58 sq. ft)
Unit Resources
b) Unskilled 1.250 Nos. 667.00 833.75 1832.55
* CGI Sheet(0.35mm th total) 12.000 Sq M 455.56 5466.73
J-Hook 25.000 Nos. 19.00 475.00
Actual rate 8689.28
868.93 80.77
* 0.37mm base metal thickness(i.e.add 2mm for total thickness)
59.Fixing Coloured GI plain Sheet (0.35mm) Ridge cover with supplying all materials (10Rm / 3.28 ft)
Unit Resources
b) Unskilled 3.000 Nos. 667.00 2001.00 3817.00
GI Sheet(0.43mm) 12.000 R M 439.11 5269.32
Actual rate 9114.32
911.43 277.88
60.1:1:3 (Lime surki brk agg)10cm thick Lime concrete terracing work with supplying all materials (10sq.m / 107.58 sq. ft)
Unit Resources
b) Unskilled 12.000 Nos. 667.00 8004.00 9366.00
Brick Agg. 1.250 Cub M 1155.77 1444.71
Materials Lime 1.500 Cub M 16800.00 25200.00
Surki 0.400 Cub M 1541.03 616.41 27261.12
3662.71 340.46
H. Wood Work
61. 20 cm thick wood Ceiling work, plankings with 40x20mm Biding Joint with supplying all materials (10sq.m / 107.58 sq. ft)
Unit Resources
b) Unskilled 1.500 Nos. 667.00 1000.50 2707.54
Wood Saal 0.260 Cub M 194040.00 50450.40
Materials Nails 0.400 Kg. 109.00 43.60
40mm screw 160.000 Nos. 1.00 160.00 50654.00
5336.15 496.02
_______________
____________ _______________
Approved By
Rate Analysis
62. Sal wood work for choukosh[0.9x2.1m size &0.1x0.075m section] ( 1cu.m./ 35.28 cft )
Unit Resources
b) Coolies 3.400 Nos. 667.00 2267.80 33139.80
Materials Sal wood 1.100 Cub M 194040.00 213444.00
Hold fast 92.000 Nos. 17.29 1590.29
Screw 184.000 Nos. 1.00 184.00 215218.29
248358.09 7039.63
63. 38 mm thick Salwood solid pannel shutter (size 1.07m x 1.982m = 2.114 sq.m.) Rate analysis for 2.114 sq.m. / 22.7255 sft.
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 9747.00
100mm hinges 6.000 Nos. 27.00 162.00
150mm tower bolt 1.000 No 65.00 65.00
300mm tower bolt 1.000 No 103.00 103.00
300mm locking set 1.000 No 252.00 252.00
Handles (Good Quality) 2.000 Nos. 46.00 92.00
Screw nails 1.000 LS 20.00 20.00 16993.36
12649.18 1175.79
64 . Openable glazed shutter with 38 x 75mm sal wood frame & 3 mm thick glass
(for rate analysis 1.829 x 1.22 = 2.23 sq m / 23.97 sft. )
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
3 mm glass 1.085 sq.m. 537.50 583.19
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 10479.15
8632.94 802.47
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
4 mm glass 1.085 sq.m. 688.00 746.48
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 10642.44
8706.16 809.27
_______________
____________ _______________
Approved By
Rate Analysis
66. Openable glazed shutter with 38 x 75mm sal wood frame &5 mm thick glass
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
5 mm glass 1.085 sq.m. 924.50 1003.08
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 10899.04
8821.23 819.97
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
6 mm glass 1.085 sq.m. 1075.00 1166.38
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 11062.34
8894.46 826.78
68. Flush shutter 38mm thick sal wood frame with 4mm thick commercial plywood on both side of shutter
(for rate analysis 1.092 x 2.058 = 2.245sq m/24.13 sft)
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 6822.90
4mm com.plywood 4.650 sq.m. 247.25 1149.71
100mm hinges 3.000 Nos. 27.00 81.00
150mm tower bolt 2.000 Nos. 65.00 130.00
Mortish lock 1.000 Nos. 404.00 404.00
Screw nails 1.000 LS 20.00 20.00 8498.50
Rate Rate 15% contractor's overhead 2298.21
6824.68 634.38
69.3. Flush shutter 38mm thick sal wood frame with 3mm thick teak plywood on both side of shutter
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 6822.90
3mm teak ply 4.650 sq.m. 602.00 2799.30
100mm hinges 3.000 Nos. 27.00 81.00
150mm tower bolt 2.000 Nos. 65.00 130.00
Mortish lock 1.000 Nos. 404.00 404.00
Screw nails 1.000 LS 20.00 20.00 10148.08
7559.46 702.68
70. a.38mm thick sal wood shutter with 28 Gauge GI Plain Sheet on both side of shutter
_______________
____________ _______________
Approved By
Rate Analysis
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 6822.90
28 Gauge GI Sheet 4.650 sq.m. 74.98 348.68
100mm hinges 3.000 Nos. 27.00 81.00
150mm tower bolt 2.000 Nos. 65.00 130.00
Mortish lock 1.000 Nos. 404.00 404.00
Screw nails 1.000 LS 20.00 20.00 7697.46
6467.87 601.21
71. G.I. mosquito proof wire mess (24gauge) shutter works with 38mm thick sal wood frame
(for rate analysis 1.092 x 2.058 = 2.245sq m/24.13 sft.)
Unit Resources
b) Coolies 0.500 Nos. 667.00 333.50 4873.50
24 gau.GI wiremess 2.130 sq.m. 116.00 247.08
100mm hinges 3.000 Nos 27.00 81.00
150mm tower bolt 2.000 Nos 65.00 130.00
Handles (Good Quality) 2.000 Nos 46.00 92.00
Spring (simple) 1.000 No 173.00 173.00
Screw nails 1.000 LS 15.00 15.00 5783.12
4746.82 441.24
72 . Fixed glazed shutter with 3 mm thick glass (for 1 sq.m 10.76 sft.)
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
Materials 3 mm thick glass 1.000 S.m. 537.50 537.50
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 665.90
Actual rate 724.38
724.38 67.32
73. Fixed glazed shutter with 4 mm thick glass (for 1 sq.m 10.76 sft.)
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 816.40
Actual rate 874.88
874.88 81.31
74. Fixed glazed shutter with 5 mm thick glass ( for 1 sq.m 10.76 sft.)
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 1052.90
Actual rate 1111.38
1111.38 103.29
_______________
____________ _______________
Approved By
Rate Analysis
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 1203.40
Actual rate 1261.88
1261.88 117.28
76 . Wooden partition with frames of 38x75 mm sections on 0.61x0.915m rooms fixed with commercial ply both side fixing with listy
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
Materials Wood Local 0.350 Cum 44452.80 15558.48
4mm ply 75.000 sqm 247.25 18543.75
wooden listy 100.000 Rm 28.00 2800.00
Ordinary nails 2.000 Kg 109.00 218.00 37120.23
1673.37 155.52
_______________
____________ _______________
Approved By
Rate Analysis
77 . Wooden partition with frames of 38x75 mm sections on 0.61x0.915m rooms fixed with 12mm thick hard board both side fixing
with listy
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
Materials Wood 0.340 Cum 44452.80 15113.95
Hard board 75.000 sqm 451.50 33862.50
wooden listy 100.000 Rm 28.00 2800.00
2091.42 194.37
78. Wooden partition with frames of 38x75 mm sections on 0.61x0.915m rooms fixed with 19mm thick planks both side in lap joint
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 29241.00
wooden listy 100.000 Rm 28.00 2800.00
3114.31 289.43
79 . False ceiling with 50x75 mm sections sisau wood with 600x900mm openings fixed with 4mm thick Commercial plywood
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
Materials Sisau Wood 0.450 Cum 92010.24 41404.61
4mm Ply 37.500 sqm 247.25 9271.88
wooden listy 100.000 Rm 28.00 2800.00
2137.66 198.67
80. False ceiling with 50x75 mm sections sal wood with 600x900mm openings fixed with 3mm thick Asbetos plain sheets
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
3mm asbetos sheet 37.500 sqm 329.26 12347.25
wooden listy 100.000 Rm 28.00 2800.00
2224.10 206.70
81. False ceiling with 50x75 mm sections sisau wood with 600x900mm openings fixed with 12mm thick Hard board
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
Hard board 12 mm 37.500 sqm 451.50 16931.25
wooden listy 100.000 Rm 28.00 2800.00
2352.94 218.67
_______________
____________ _______________
Approved By
Rate Analysis
82 . Wooden rafter/purlins/beams making and fixing of saal wood (1cum=35.28cft)

Unit Resources
b) Coolies 1.760 Nos. 667.00 1173.92 17200.12
Materials Wood saal 1.050 Cum 194040.00 203742.00
221269.12 6271.80
83 . Wooden trussmaking and fixing of saal wood. (1cum=35.28cft)

Unit Resources
b) Coolies 26.000 Nos. 667.00 17342.00 33368.20
Materials Wood Saal 1.050 Cum 194040.00 203742.00
Steel plates 1.000 LS 200.00 200.00
Nut bolts 1.000 LS 200.00 200.00
237837.20 6741.42
84 . 25mm x150mm salwood eaves board making and fixing (10sqm=107.6sft)

Unit Resources
b) Coolies 0.143 Nos. 667.00 95.38 1393.82
5486.38 509.89
85. 16-20 mm dia ms rod fixing on windows (1MT)

Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 31500.00
Materials MS rod 1.050 MT 75000.00 78750.00 78750.00
Per MT Per kg. Total 126787.50
110250.00 110.25
I. Flooring works
86. 38mm(11/2") thick 1:2:4 Cement Concrete FLooring and finishing with neat cement coat (for 10 sqm /107.58 sft)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 2469.00
Sand 0.180 Cub M 2787.12 501.68
Actual rate 6020.84
602.08 55.97
_______________
____________ _______________
Approved By
Rate Analysis
87. 50mm(2") thick 1:2:4 Cement Concrete FLooring and finishing with neat cement coat (for 10 sqm/ 107.58 sft)
Unit Resources
b) Coolies 2.500 Nos. 667.00 1667.50 2802.50
Sand 0.230 Cub M 2787.12 641.04
Actual rate 7402.96
740.30 68.81
88. 75mm(3") thick 1:2:4 Cement Concrete FLooring and finishing with neat cement coat (for 10 sqm /107.58 sft)
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 3136.00
Sand 0.340 Cub M 2787.12 947.62
1007.53 93.65
89. 25mm thick mosaic flooring with 20mm thick cement plaster 1:2:4 cement sand ratio & 5mm thick 1:1 white cement & marble
chipping surface course including by rubbing & polish to finish
(10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 12942.00
Materials Cement 0.065 mt 15940.00 1036.10
Sand 0.088 cub m 2787.12 245.27
12.5mm aggregate 0.176 cub m 2716.56 478.11
White cement 0.061 Mt 26375.00 1608.88
Marble chips 0.061 Mt 13728.00 837.41
Axalic acid 0.365 kg 115.00 41.98
Wax polish 0.118 kg 200.00 23.60
Turpentine 0.538 lit. 229.00 123.20
Carborendom stone 1.000 LS 150.00 150.00 4544.54
1748.65 162.54
90. 25mm thick mosaic flooring with 6mm thick 1:1 white cement & marble chipping over 19mm c/s plaster surface with rubbing &
polish to finish
(10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 36.000 Nos. 667.00 24012.00 27190.00
Sand 0.165 cub m 2787.12 459.87
White cement 0.069 Mt 26375.00 1819.88
Marble chips 3mm 0.047 Mt 13728.00 645.22
Axalic acid 0.340 kg 115.00 39.10
Wax polish 0.110 kg 200.00 22.00
turpentine 0.500 lit. 229.00 114.50
3236.93 300.89
_______________
____________ _______________
Approved By
Rate Analysis
91. 20mm thick mosaic flooring with 6mm thick 1:1 white cement & marble chipping over 12.5mm1:2 c/s plaster surface with
rubbing & polish to finish
(10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 36.000 Nos. 667.00 24012.00 27190.00
Sand 0.122 cub m 2787.12 340.03
White cement 0.089 Mt 26375.00 2347.38
Axalic acid 0.365 kg 115.00 41.98
Wax polish 0.118 kg 200.00 23.60
turpentine 0.538 lit. 229.00 123.20
3247.22 301.84
92. 20mm terrazo tile over 20mm1:4 c/s plaster surface with rubbing & polish to finish (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 12.600 Nos. 667.00 8404.20 10220.20
Sand 0.220 cub m 2787.12 613.17
20mm terrazotile 11.000 Sq M 516.00 5676.00
Axalic acid 0.365 kg 115.00 41.98
Wax polish 0.118 kg 200.00 23.60
turpentine 0.538 lit. 229.00 123.20
Carborendom stone 1.000 LS 150.00 150.00
Rubbing unskilled labour 13.500 Nos. 667.00 9004.50 16923.58
2714.38 252.31
93. 15mm thick marble (450x450mm) over 20mm1:2 surki with rubbing & polish to finish also (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 8.000 Nos. 667.00 5336.00 7152.00
25mm marble 11.000 Sq M 1644.75 18092.25
Surki 0.183 Cub M 1541.03 282.01
Axalic acid 0.370 kg 115.00 42.55
Wax polish 0.118 kg 200.00 23.60
turpentine 0.538 lit. 229.00 123.20
3639.89 338.34
94. Porcelain glazed tile over 20mm1:4 c/s mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 14805.50
Sand 0.152 cub m 2787.12 423.64
White cement 3.228 kg 26.38 85.14
Porcelain glaged tile 11.000 Sq M 709.50 7804.50 9205.92
2401.14 223.20
95. 50 mm Flagstone paving on 1:4 c/s mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 4817.50
Sand 0.171 cub m 2787.12 476.60
50 mm thick flagstone 11.000 Sq M 1182.50 13007.50 14488.32
1930.58 179.46
_______________
____________ _______________
Approved By
Rate Analysis
96. 50 mm down Flagstone paving on filled sand (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 2909.00
Materials Sand 0.710 cub m 2787.12 1978.86
50 mm down Flagstone 11.000 Sq M 1026.63 11292.88 13271.73
1618.07 150.41
97. 37.5 mm Flagstone paving on 1:4 cement mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 4817.50
Cement 0.060 mt 15940.00 956.40
37.5mm Flagstone 11.000 Sq M 1021.25 11233.75 11693.62
1651.11 153.48
98. 25 mm Flagstone paving on 1:4 cement mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 4363.50
Cement 0.056 mt 15940.00 892.64
25mm Flagstone 11.000 Sq M 870.75 9578.25 10001.89
1436.54 133.53
99. 25 mm Telia brick paving in 1:2 surki masala & tipkar in 1:2 cement mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 7087.50
Sand 0.110 cub m 2787.12 306.58
Lime 0.122 cub m 16800.00 2049.60
Surki 0.244 cub m 1541.03 376.01
Telia Bricks 25mm thick 440.000 Nos. 13.00 5720.00 8707.23
1579.47 146.82
100. Brick flat soling on 1:6 cement mortar and pointing in 1:2 cement mortar on joints (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 3.250 Nos. 667.00 2167.75 4210.75
Cement 0.078 mt 15940.00 1243.32
Local Bricks 430.000 Nos. 14.00 6020.00 7901.57
1211.23 112.59
101. Brick edge soling on 1:6 cement mortar and pointing in 1:2 cement mortar on joints works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 1.800 Nos. 667.00 1200.60 2199.40
Cement 0.121 mt 15940.00 1928.74
Local Bricks 750.000 Nos. 14.00 10500.00 13629.99
1582.94 147.14
_______________
____________ _______________
Approved By
Rate Analysis
102. Parketting with polishing after rubbing with sand paper works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 0.750 Nos. 667.00 500.25 2089.25
Parkette 10.500 Sq M 1870.50 19640.25
Materials Sand paper 1.000 LS 30.00 30.00
Wax polish 1.000 LS 50.00 50.00 19720.25
Machine to rub machine to sand paper 2.000 Hrs 150.00 300.00 300.00
2210.95 205.52
103. Dry flat brick soling works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 1121.00
Local Bricks 420.000 Sq M 14.00 5880.00
Materials Sand 0.710 Cum 2787.12 1978.86 7858.86
Actual rate 8979.86
897.99 83.47
104. Dry edge brick soling works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 3.250 Nos. 667.00 2167.75 3075.75
Bricks 750.000 Sq M 14.00 10500.00
1555.46 144.59
105. Dry stone soling works (1Cum/35.28 Cft )

Unit Resources
b) Coolies 3.500 Nos. 667.00 2334.50 3242.50
Stone 1.100 Sq M 2116.80 2328.48
Actual rate 7549.84
Per Cum Per cft. Total 8682.31
7549.84 214.00
106. 125mm Edge Brick soling and pointing works in 1:3cement mortar on joints after sand filling (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 4484.00
Materials Cement 0.020 Mt 15940.00 318.80
Sand 0.710 Cum 2787.12 1978.86
Bricks 750.000 Nos. 14.00 10500.00 12797.66
1728.17 160.64
_______________
____________ _______________
Approved By
Rate Analysis
107. Pointing in 1:1cement mortar on joints works on paved stone 46cm X46cm (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 0.500 Nos. 667.00 333.50 787.50
Materials Cement 4.200 Kg 15.94 66.95
Sand 0.003 Cum 2787.12 8.36 75.31
Actual rate 862.81
86.28 8.02
108. Filling with sand works (10 cum/ 352.8cft )

Unit Resources
b) Coolies 6.500 Nos. 667.00 4335.50 4335.50
3499.38 325.28
109. 15-150 mm brick bat Filling works (10 cum/ 352.8cft )

Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 6670.00
Materials Batten Bricks 11.000 Cum 359.95 3959.45 3959.45
1062.95 30.13
110. 3mm thick thin layer cement Punning (chipping )works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 1575.00
Materials Cement 53.200 Kg 15.94 848.01 848.01
Actual rate 2423.01
242.30 22.52
J. Plasters & Pointing Work :

111. 12.5mm 1:3 cement sand plaster on ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 26960.00
Sand 1.280 Cub M 2787.12 3567.51 13530.01
404.90 37.64
_______________
____________ _______________
Approved By
Rate Analysis
112. 12.5mm 1:4cement sand plaster works on ceiling (for 100 sq.m/1075.8 sft.)
Level/Type Quantity Unit Rate per Amount Total from each
Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 26960.00
Sand 1.460 Cub M 2787.12 4069.20 12644.92
396.05 36.81
113. 12.5mm 1:4 cement sand plaster works except in ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 21568.00
Sand 1.460 Cub M 2787.12 4069.20 12644.92
342.13 31.80
114. 12.5mm 1:6 cement sand plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 21568.00
Sand 1.570 Cub M 2787.12 4375.78 10464.86
320.33 29.78
115. 12.5mm 1:2 Lime surki plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 21568.00
Surki 1.220 Cub M 1541.03 1880.06 12128.06
336.96 31.32
116. 20mm 1:3 cement sand plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 19.000 Nos. 667.00 12673.00 25385.00
Sand 1.950 Cub M 2787.12 5434.88 20737.28
461.22 42.87
117. 20mm 1:4cement sand plaster works except in ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 19.000 Nos. 667.00 12673.00 25385.00
Sand 2.200 Cub M 2787.12 6131.66 19043.06
444.28 41.30
_______________
____________ _______________
Approved By
Rate Analysis
118. 20mm 1:6 cement sand plaster works except in ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 19.000 Nos. 667.00 12673.00 25385.00
Sand 2.350 Cub M 2787.12 6549.73 15635.53
410.21 38.13
119. 25mm mud plaster works with preparation of mud and surface etc. 30m lead (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 25.000 Nos. 667.00 16675.00 34835.00
Materials Mud 3.000 Cub M 260.00 780.00
Rice straw 10.000 Kg. 5.00 50.00
Cow Dung 120.000 Kg. 4.80 576.00 1406.00
362.41 33.69
120. 12 mm mud plaster works with preparation of mud and surface etc. 30m lead (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 26960.00
Rice straw 50.000 Kg. 5.00 250.00
Cow Dung 60.000 Kg. 4.80 288.00 928.00
278.88 25.92
K. Painting Work
121. 2 coat white washing works in ceiling on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 1.375 Nos. 667.00 917.13 2619.63
Materials Gum 0.880 Kg. 217.00 190.96
White Lime 22.000 Kg. 21.00 462.00 652.96
Actual rate 3272.59
32.73 3.04
122. 2 coat white washing works on other new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 1.100 Nos. 667.00 733.70 2095.70
Materials Gum 0.880 Kg. 217.00 190.96
White Lime 22.000 Kg. 21.00 462.00 652.96
Actual rate 2748.66
27.49 2.55
Unit Resources
b) Coolies 3.375 Nos. 667.00 2251.13 5656.13
Materials Gum 1.280 Kg. 217.00 277.76
White Lime 32.000 Kg. 21.00 672.00 949.76
Actual rate 6605.89
66.06 6.14
_______________
____________ _______________
Approved By
Rate Analysis
Unit Resources
b) Coolies 2.700 Nos. 667.00 1800.90 4524.90
Materials Gum 1.280 Kg. 217.00 277.76
White Lime 32.000 Kg. 21.00 672.00 949.76
Actual rate 5474.66
54.75 5.09
125. One White washing works on old surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 1193.30
Materials Gum 0.400 Kg. 217.00 86.80
White Lime 10.000 Kg. 21.00 210.00 296.80
Actual rate 1490.10
14.90 1.39
126. One coat distempering works over one coat astar (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 6300.00
Materials Astar 8.000 Ltr. 286.00 2288.00
Distamper Powder 6.500 Kg. 238.00 1547.00 3835.00
101.35 9.42
127. Two coat distemper works over one coat astar (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.800 Nos. 667.00 3868.60 9135.00
141.60 13.16
128 One coat water proof cement paint works over one coat astar
Unit Resources
b) Coolies 1.700 Nos. 667.00 1133.90 2677.50
Materials Cement Paint 30.000 Ltr. 79.00 2370.00 2370.00
Actual rate 5047.50
50.48 4.69
129. Two coat water proof cement paint works over one coat astar (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 7875.00
117.07 10.88
130. One coat readymade enamel paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 10599.00
Materials Primer 8.100 lit. 402.00 3256.20
Enamel 9.000 lit. 560.00 5040.00 8296.20
188.95 17.56
_______________
____________ _______________
Approved By
Rate Analysis
131. Two coat readymade enamel paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 8.000 Nos. 667.00 5336.00 16232.00
Enamel 16.000 lit. 560.00 8960.00 12216.20
284.48 26.44
132. One coat plastic emulsion paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 10599.00
Readymade Plastic Emulsion
paint 9.000 lit. 562.00 5058.00 7374.60
179.74 16.71
133. Two coat plastic emulsion paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 8.000 Nos. 667.00 5336.00 16232.00
Readymade paint 16.000 lit. 562.00 8992.00 11308.60
275.41 25.60
134. Two coat aluminium paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.750 Nos. 667.00 7170.25 16931.25
Aluminium paint 10.760 lit. 583.00 6273.08
Sand paper 4.000 Nos. 6.00 24.00 9553.28
264.85 24.62
135. One coat double boiled linseed oiling work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 3150.00
Materials Linseed oil 6.000 lit. 210.00 1260.00 1260.00
Actual rate 4410.00
44.10 4.10
_______________
____________ _______________
Approved By
Rate Analysis
136. Two coat double boiled linseed oiling work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 6300.00
Actual rate 8610.00
86.10 8.00
137. One coat varnishing work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 4058.00
Materials Varnish 6.000 lit. 470.00 2820.00 2820.00
Actual rate 6878.00
68.78 6.39
138. Two coat varnishing work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 8116.00
132.86 12.35
139. One coat bitumen paint work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 2029.00
Materials Bitumen Paint 7.000 lit. 68.00 476.00
Sand paper 4.000 Nos. 6.00 24.00 500.00
Actual rate 2529.00
25.29 2.35
140. Two coat bitumen paint work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 3604.00
Sand paper 4.000 Nos. 6.00 24.00 840.00
Actual rate 4444.00
44.44 4.13
141. Three coat french(chapra) polish work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 12415.00
Materials Chapra 2.000 kg 978.00 1956.00
Spirit 10.000 lit. 126.00 1260.00 3216.00
156.31 14.53
_______________
____________ _______________
Approved By
Rate Analysis
142. One coat snowcem work after cement paint on new plastered surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 3.500 Nos. 667.00 2334.50 5512.50
Materials Snowcem 30.000 lit. 79.00 2370.00 2370.00
Actual rate 7882.50
78.83 7.33
143. Two coat snowcem work after cement paint on new plastered surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 6.500 Nos. 667.00 4335.50 10237.50
141.88 13.19
L. Pointing Works
144. Flush pointing works in 1:1 cement sand mortar on brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Sand 0.220 Cub M 2787.12 613.17 5650.21
231.88 21.55
145. Ruled pointing works in 1:1 cement sand mortar on brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Sand 0.220 Cub M 2787.12 613.17 5650.21
271.90 25.27
146. Flush pointin g works in 1:2 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Sand 0.290 Cub M 2787.12 808.26 4155.66
216.94 20.17
147. Ruled pointing works in 1:2 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Sand 0.290 Cub M 2787.12 808.26 4155.66
256.96 23.89
_______________
____________ _______________
Approved By
Rate Analysis
148. Flush pointing works in 1:3 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Sand 0.320 Cub M 2787.12 891.88 3362.58
209.01 19.43
149. ruled pointing works in 1:3 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Sand 0.320 Cub M 2787.12 891.88 3362.58
249.03 23.15
150. Flush pointing works in 1:1:3 cement Lime sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Lime 0.085 Cub M 16800.00 1428.00
Sand 0.255 Cub M 2787.12 710.72 4131.22
216.69 20.14
151. Ruled pointing works in 1:1:3 cement Lime sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Lime 0.085 Cub M 16800.00 1428.00
Sand 0.255 Cub M 2787.12 710.72 2447.42
239.87 22.30
152. Flush pointing works in 1:1 Lime Surki mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Surki 0.220 Cub M 1541.03 339.03 4035.03
215.73 20.05
153. Ruled pointing works in 1:1 Lime Surki mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Surki 0.220 Cub M 1541.03 339.03 4035.03
255.75 23.77
_______________
____________ _______________
Approved By
Rate Analysis
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Surki 0.290 Cub M 1541.03 446.90 2966.90
205.05 19.06
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Surki 0.290 Cub M 1541.03 446.90 2966.90
245.07 22.78
156. Flush ruled pointing works in 1:1 c/s mortar on random rubble masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 14.000 Nos. 667.00 9338.00 18418.00
Sand 0.430 Cub M 2787.12 1198.46 10953.74
293.72 27.30
Unit Resources
b) Coolies 14.000 Nos. 667.00 9338.00 18418.00
Sand 0.570 Cub M 2787.12 1588.66 8092.18
265.10 24.64
Unit Resources
b) Coolies 14.000 Nos. 667.00 9338.00 18418.00
Sand 0.630 Cub M 2787.12 1755.89 6633.53
250.52 23.29
158. Flush ruled pointing works in 1:3cement sand mortar on ashlar masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 13934.00
Sand 0.200 Cub M 2787.12 557.42 2310.82
162.45 15.10
164. Pointing works in 1:3cement sand mortar on 45x45cm flagstone paving (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 7875.00
Sand 0.030 Cub M 2787.12 83.61 753.09
Actual rate 8628.09
86.28 8.02
_______________
____________ _______________
Approved By
Rate Analysis
165. Pointing works in 1:1cement sand mortar on telia bricks (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 15750.00
Sand 0.100 Cub M 2787.12 278.71 2669.71
184.20 17.12
166. 3mm Lime flushing plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 15750.00
Materials Lime 0.160 cum 16800.00 2688.00 2688.00
184.38 17.14
167. 3mm cement flushing plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 15750.00
Materials Cement 0.518 mt 15940.00 8256.92 8256.92
240.07 22.32
_______________
____________ _______________
Approved By
Rate Analysis
M. Water Proofing Works
168. 2 cm thick DPC in 1:2 C/S with Water Proofing Compound (WPC) (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 0.800 Nos. 667.00 533.60 1214.60
Cement 0.135 MT 15940.00 2151.90
Materials Sand 0.180 cum 2787.12 501.68
WPC 2.700 Kg 289.00 780.30 3433.88
Actual rate 4648.48
464.85 43.21
169. 2.5 cm thick DPC in 1:1.5:3 concrete with Water Proofing Compound (WPC) (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 1.250 Nos. 667.00 833.75 1741.75
Cement ### MT 15940.00 1793.25
12 mm aggregate 0.250 cum 2716.56 679.14
WPC 2.250 Kg 289.00 650.25 3437.58
Actual rate 5179.33
517.93 48.14
_______________
____________ _______________
Approved By
Rate Analysis
170. One coat Bitumenous paint on DPC and sand covering (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 0.600 Nos. 667.00 400.20 400.20
Bitumen 10.000 Kg 68.00 680.00
Fire wood 30.000 Kg 20.00 600.00 1335.74
Actual rate 1735.94
173.59 16.14
171. One Layer 500 Gauge polythene sheet for DPC (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 0.600 Nos. 667.00 400.20 945.00
Materials Polythene sheet 11.000 Sqm 30.00 330.00 330.00
Actual rate 1275.00
127.50 11.85
172. One coat tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 3.500 Nos. 667.00 2334.50 3333.30
Bitumen 15.000 Kg 68.00 1020.00
Tar Felt 11.000 sqm 120.00 1320.00
Fire wood 60.000 Kg 20.00 1200.00 4404.01
Actual rate 7737.31
773.73 71.92
173. Two coat tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 4.600 Nos. 667.00 3068.20 5156.60
Bitumen 25.000 Kg 68.00 1700.00
Tar Felt 22.000 sqm 120.00 2640.00
Fire wood 80.000 Kg 20.00 1600.00 6804.01
1196.06 111.18
_______________
____________ _______________
Approved By
Rate Analysis
174. One coat damp Proof grade tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 4.600 Nos. 667.00 3068.20 5202.00
Bitumen 17.000 Kg 68.00 1156.00
Tar Felt 11.000 sqm 120.00 1320.00
Fire wood 60.000 Kg 20.00 1200.00 4540.01
Actual rate 9742.01
974.20 90.56
175. Two coat damp Proof grade tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 11.700 Nos. 667.00 7803.90 10981.90
Bitumen 27.000 Kg 68.00 1836.00
Tar Felt 22.000 sqm 120.00 2640.00
Fire wood 80.000 Kg 20.00 1600.00 6940.01
1792.19 166.59
176. One coat rain seal or equivalent painting works (for rate analysis 1sq.m/ 10.758 sft.)
Unit Resources
b) Coolies 0.540 Nos. 667.00 360.18 507.28
Materials Rain seal paint 0.245 Ltr 673.00 164.89 164.89
Actual rate 672.16
672.16 62.48
N. Maintenance Work
177. Maintenance of wall in 1:6 C/S at corners with removal of old bricks (1Cum./35.28Cu ft)
Unit Resources
b) Unskilled 7.060 Nos. 667.00 4709.02 7914.26
a) Cement 0.084 M.Ton 15940.00 1338.96
b) Sand 0.360 Cub M. 2787.12 1003.36
Materials c) Bricks 560.000 Nos. 14.00 7840.00 10182.32
Per Cum. Per Cu ft. Total 20811.07
18096.58 512.94
178. Maintenance of wall in 1:2 lime surki with removal of old bricks at wall corners (10Cum./352.8Cu ft)
Unit Resources
b) Unskilled 70.560 Nos. 667.00 47063.52 79097.76
a) Lime 1.400 Cub M. 16800.00 23520.00
Materials b) Surki 2.800 Cub M. 1541.03 4314.88
c) Bricks 5600.000 Nos. 14.00 78400.00 106234.88
18533.26 525.32
179. One coat Enamel paintings works after linseed oil flushing (10Sqm./107.58 Sq ft)
Unit Resources
b) Unskilled 0.538 Nos. 667.00 358.85 847.35
a) Linseed oil 0.538 Ltr 210.00 112.98
Materials b) Enamel 1.614 Ltr 560.00 903.84 1016.82
Actual rate 1864.17
Per Sqm. Per Sq ft. Total 2143.80
186.42 17.33
_______________
____________ _______________
Approved By
Rate Analysis
180. Dismantling of Cement Plaster and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Labours: b) Unskilled 0.108 Nos. 667.00 72.04 72.04
Actual rate 72.04
72.04 2.04
181. Dismantling of Tile Roof and Disposing tile/Woods with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
a) Skilled 0.054 Nos. 908.00 49.03
Actual rate 103.06
103.06 2.92
182. Antitermite paint on wood ( 1Sqm/10.758Sqft )

Unit Resources
a) Skilled 0.220 Nos. 908.00 199.76
Materials a)Wood preservative paint 0.245 Ltr. 244.00 59.78 59.78
Actual rate 326.24
Per Sqm. Per Sqft. Total 375.18
326.24 30.33
183. Dismantling of Mud mortared wall and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 707.02
707.02 20.04
184. Dismantling of Cement mortared wall and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 1414.04
1414.04 40.08
_______________
____________ _______________
Approved By
Rate Analysis
185. Dismantling of R.C.C./R.B.C. and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 7337.00
7337.00 207.96
186. Dismantling of P.C.C. and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 2668.00
2668.00 75.62
O. (Iron) Steel Work

187. 3 x 20mm Metal Grill including manufacturing, fitting, painting with Aluminium paint, sand papering all complete
for 10 sq.m/107.58 sft.
Unit Resources
Materials Metal grill
3 x 20mm size 10.000 sq.m 1790.95 17909.50 17909.50
1790.95 166.48
188. 216. 4.5 x 20mm Metal Grill including manufacturing, fitting, painting with Aluminium paint, sand papering all complete
for 10 sq.m/107.58 sft.
Unit Resources
4.5 x 20mm size 10.000 sq.m 3220.70 32207.00 32207.00
3220.70 299.38
189. Iron tubular Truss including manufacturing, welding, supply of material, painting and fixing all complete
for 18.94 kg
Unit Resources
Labours: Skilled 0.687 No. 908.00 623.80 1144.72
Unskilled 0.781 No. 667.00 520.93
Materials Black Pipe 18.940 Kg. 79.00 1496.26 1496.26
Actual rate 2640.98
Per kg Per kg Total 3037.13
139.44 139.44
Combined 50mmf &37.5mmf Black pipe(medium Class) with necessary nutbolts & Plates.
_______________
____________ _______________
Approved By
Rate Analysis
190. GI Barbed wire fencingworks (for 100 R m/328Rft.)

b) Unskilled 5.380 Nos. 667.00 3588.46 4565.47
Materials GI Barbed wire 110.000 Rm 13.57 1492.86
U-Hook 1.000 L.S. 150.00 150.00 1642.86
Actual rate 6208.33
62.08 18.93
191. Barbed wire fencing in 75x100x2100 Saal wood posts with 5rows & two cross bracings all complete
(for 30 R m/98.4 Rft.)
Unit Resources
Labours: a) Skilled 1.000 Nos. 908.00 908.00 908.00
Salwood 0.190 Cub M. 194040.00 36867.60
Materials Barbed wire 250.000 Rm 13.57 3392.86
U-Hook 77.000 Nos. 0.74 56.98 40317.44
1374.18 418.96
P. Miscelaneous
192. M1 . Rain Water Pipe 90 mm dia. HDPE (100 RM/ 328 R Ft.)
Unit Resources
b) Coolies 6.000 Nos. 667.00 4002.00 7634.00
Materials 90 mm dia. HDPE Pipe 110.000 R M 200.00 22000.00
Bed Fitting 1.000 L S 5.00 5.00
Clamps 1.000 L S 10.00 10.00 22015.00
15% contractor's overhead 4447.35
Rate Total 34096.35
Per Rmt. Per Rft
296.49 90.39
193. M11.Concrete Hollow Block Masonry works in 1:4 cement mortar Per sq.m
Unit Resources
b) Unskilled 0.250 Nos. 667.00 166.75 393.75
16"*8"*6" hollow block 19.000 Nos. 76.00 1444.00
Cement 0.010 MT 15940.00 159.40
1714.88
Actual rate 2108.63
Per Sq.m. Per Sq.ft. Total 2424.93
2108.63 196.15
194. M12. 50mm thick inter locking concrete block work on 50mm thick dust per 10 sq.m
Unit Resources
b) Unskilled 10.000 Nos. 667.00 6670.00 7578.00
Interloking block 11.000 Sq.m 534.06 5874.66
Materials Stone dust 0.710 Cub.M. 1058.40 751.46
6626.12
Per sqm.. Per sqft. Total 16334.74
1420.41 132.13
Unit Resources
b) Unskilled 10.000 Nos. 667.00 6670.00 7578.00
6881.54
Per sqm. Per sqft. Total 16628.48
1445.95 134.38
_______________
____________ _______________
Approved By
17 !%X!% ;]=dL= ;fOhsf] ;fn sf7sf] kf]i6 tyf #ÆX#Æ ;fO{hsf] an':6/ /fvL #ÆX$Æ ;fO{hsf] ;fnsf] Xof08/]n
agfO{ h8fg ug]{ sfd .
b/ ljZn]if0fsf] nflu ( j=dL= lnOPsf]
b/ k|lt
;|f]t ;fwg tx÷lsl;d kl/df0f PsfO{ /sd k|To]s ;|f]t ;fwgsf] hDdf
PsfO{
l;kfn' 5.27 hjfg 908.00 4785.16
>lds
HofdL 0.52 hjfg 667.00 346.84 5132.00
lgdf{0f ;fdu|L ;fnsf] sf7 0.329 3=dL= 194040.00 63839.16 63839.16
jf:tljs b//]6 68971.16
b/ k|lt j=dL=sf] !%Ü 7]s]bf/ cf]e/x]8 10345.67
79316.83 Ö ?= 8812.98 k}= hDdf b/ /]6 79316.83
9
7 Water-proof and damp resistant. PREFAB WORKS

Sound insulation and absorption.
Rate for 1.5 m x 0.61 m 0.915 sq. m 9.849 sq. ft.
S.n Description Unit Quantity Rate Amount Remarks

1 Material
75 mm wallboard internal/
1.1 external layer with insulation sq. ft. 9.849 293.55 2891.17395
1.2 1.5" x 1.5" square pipe kg 12.08 100.00 1208.47
Transportation charge from
2 Kathmandu to site
75 mm wallboard internal/
external layer with insulation kg 44.60625 1.15 51.2971875
3 Installation charge for board sq. ft. 9.849 20 196.98

Pointing of wall with suitable
4 White Cement Sq m 1.83 30.00 54.9
Sub Total 4402.82
2 % power
Charge 88.06
Total 4490.88
15 % over Head 673.6320869
Grand Total 5164.51
Rate for Per Sq m 5644.28
Description of work :- Providing and installing expansion joint including all Unit:- RM
Labour necessary
Unit axilliary and incidental
Quantity works etc.Amount
rate all Remarks
A
For labour 10% of material cost 450.00
Sub total (in Rs.) 450.00
Materials
B
Expansion joint Rm 1.00 4500.00 4500.00
Equipments
C
For T & P 3% of material cost 135.00
Total of A+B+C (in Rs.) 5085.00
Overhead 15% 762.75
Grand Total (in Rs.) 5847.75
Unit rate (in Rs.) 5847.75
1 !^ dL=dL= afSnf] /fh:yfgL dfj{n @) dL=dL= afSnf]

!!–^ !M@ efusf] l;d]G6 d;nfdf 5fkL 3f]6\g] / kflnz ;d]t ug]{ .
b/ ljZn]if0fsf] nflu !) j=dL= lnOPsf]
b/ k|lt
;|f]t ;fwg tx÷lsl;d kl/df0f PsfO{ /sd k|To]s ;|f]t ;fwgsf] hDdf
PsfO{
s_ l;kfn' 2 hjfg 908.00 1816.00
>lds
v_ HofdL 8 hjfg 667.00 5336.00 7152.00
l;d]G6 0.130 d]=6= 15940.00 2072.20
afn'jf vf]nfsf] 0.183 3=dL= 2787.12 510.04
!# dL=dL= dfj{n 11.00 j=dL= 1644.75 18092.25
lgdf{0f ;fdu|L cShflns Pl;8 0.37 s]=hL= 69.34 25.65
d}g kflnz 0.118 s]=hL= 626.17 73.88
tf/k]G6fOg 0.538 nL= 82.80 44.54
sfaf]{/08d 9'+uf cGbfhL – 120.00 20938.56
oflGqs pks/0f 3f]6\g] HofdL 13.50 hjfg 667.00 9004.50 9004.50
jf:tljs b//]6 37095.06
b/ k|lt j=dL=sf] !%Ü 7]s]bf/ cf]e/x]8 5564.25
42659.31 ?= 4265.93 k}= hDdf b/ /]6 42659.31
10
gf]6 M d]lzg k|of]u gu/L HofdL ;+Vof !#½ j9fpg] x'g] hDdf b/ ?= ==========÷========= k}= jf:tljs b//]6 ?= ===========÷===========k}=
Rate Analysis(Transportation)
Travel Time (T) for truck to be used for this activity shall be determined as follows:
T = 2 * { d1/v1 + d2/v2 + d3/v3 + …………. Dn/vn}, where d1, d2, d3 … dn and v1, v2, v3……vn are the
streches of distances to be travelled and corresponding average speeds on these streches.
Activity Nos 8.04.03 Using 8 tonne Capacity Trunk
1 . Transportation of Excavation Soil by Truck
Unit 1 m3
MOPPW : Norms for rate analysis as per standard specifications for Road and Bridge Works
Activity No. - 8.04.03, SPEC. Clause No. - 800(2)
Source Name Khola/River/ F/Y: 072/73
Lead Distance 4 Km
Description Unit Gravel Road Metallic Road Total Length
Distance from source to site KM 1 3 4
Average speed of truck KM/Hr 25 40
0.23 Hrs.
Description of Works Type Unit Quantity Remarks

A. Equipment Truck hr 0.13*(T+0.75) T= Travel Time
for Truck
0.1274
B. Labours Unskilled md 0.3
C. Materials Fuel ltr. 1.7*T T= Travel Time

for Truck
0.391
D. Cost
Description Unit Quantity Rate Amount
Truck : Travel Time hr 0.13 0.00 0.00
Labour md 0.3 667.00 200.10
Fuel ltr. 0.391 95.00 37.15
Actual cost per m³ 237.25
Grand Total per m³ 237.25
Analysis for Insurance
#REF! Project :- Construction of Godavari Municipality Building Bajarbarahi, Lalitpur
1 Insurance premium for the work, plant and materials damage for contract work for all risk including
Riot,Strike,
Insurance Damage,Malicious
Rs. 3.03damage and Terrorism for contract work
per thousand Rs for 3years + 1 year
13,724,178.19
do for Terrorism Rs. 1.49 per thousand Rs 6,748,853.30
Premium Rs 20,473,031.49
for stamp duty Rs 10.00
Premium with stamp duty Rs 20,473,041.49
2 Insurance premium for the insurance of owner and consultant staff (unnamed) Rs. 10,00,000.00 per
person for accident
Personnel 10 persons
of with unlimited
Rs.2.00 number of occurances for threeRs
per thousand years 50,000.00
10,00,000.00 for 10
Do for Terrorism Rs.0.50 per thousand Rs 12,500.00
Premium Rs 62,500.00
For stamp duty Rs 10.00
Premium with stamp duty Rs 62,510.00
3 Insurance Premium for construction equipments and machines with value of Rs.20,00,000.00 for 3
years
Insurance premium of RRs.2.03 per thousand Rs 10150.00
Do for Terrorism Rs.1.49 per thousand Rs 7450.00
Premium Rs 17600.00
Premium with stamp duty Rs 17610.00
4 Insurance Premium for third party liability personal only per person Rs.500,000.00 for 7 persons for 3
years
P.A. of third party 8 pe Rs. 3.03 per thousand Rs 26512.50
Do for Terrorism Rs. 1.49 per thousand Rs 13037.50
Premium Rs 39550.00
Premium with stamp duty Rs 39560.00
39,560.00
Total Amount 20,592,721.49
ur
all risk including year 1394207540.03

+ 1 year 1,575,454,520.23 with vat
2.5 1,811,772,698.26 115%
1,000,000.00 Staff
2,000,000.00 Equipment
500,000.00 3rd party
0
0,00,000.00 per 2.5 1,000.00
2.5 2,000.00
00,000.00 for 3 500,000.00
for 7 persons for 3 2.5 500.00
Nrs
LOAD CALCULATION FOOTBALL STADIUM, GODAWARI
SWITCH
(BASEMENT)
PANEL-1
S.N FIXTURE Watt / fixture QUANTITY
1 40 watt LED panel light 40 62
SWITCH
(BASEMENT)
PANEL-2
SWITCH
(TOP FLOOR/ LIGHT CONTROL ROOM)
PANEL-3
1 2*18 watt LED tube light with mirror optic 36 100
SWITCH
PANEL-4
SWITCH
PANEL-5
DB-1 (GROUND FLOOR)

2 30 watt LED flood light 30 8
3 18 watt LED tube light 18 0
8 Bulk head 12 6
9 Mirror light 10 3
10 Ceiling fan 60 18
11 Wall fan 60 0
12 9'' exhaust fan 60 3
13 5 Amp ordinary socket in switch board 1000 2
14 5 Amp ordinary single socket (separate) 1000 9
15 5 Amp ordinary double socket 1000 4
16 5/15 Amp socket 3000 13
17 15 Amp power socket 3000 0
18 15 Amp three phase socket 9000 0
DB-2 (GROUND FLOOR)

8 Bulk head 12 8
9 Mirror light 10 3
11 Wall fan 60 0
16 5/15 Amp socket 3000 11
19 Load of switch panel 1
DB-3 (GROUND FLOOR)

8 Bulk head 12 4
9 Mirror light 10 0
11 Wall fan 60 0
16 5/15 Amp socket 3000 9
DB-4 (GROUND FLOOR)

8 Bulk head 12 5
9 Mirror light 10 3
10 Ceiling fan 60 6
11 Wall fan 60 0
16 5/15 Amp socket 3000 6
DB-5 (GROUND FLOOR)

8 Bulk head 12 5
9 Mirror light 10 3
10 Ceiling fan 60 6
11 Wall fan 60 0
16 5/15 Amp socket 3000 6
DB-6 (GROUND FLOOR)

8 Bulk head 12 4
9 Mirror light 10 0
11 Wall fan 60 0
16 5/15 Amp socket 3000 9
DB-7 (GROUND FLOOR)

8 Bulk head 12 8
9 Mirror light 10 3
11 Wall fan 60 0
16 5/15 Amp socket 3000 11
19 Load of switch panel 2
DB-8 (GROUND FLOOR)

8 Bulk head 12 4
9 Mirror light 10 3
11 Wall fan 60 0
16 5/15 Amp socket 3000 10
DB-9 (GROUND FLOOR)

8 Bulk head 12 3
9 Mirror light 10 3
10 Ceiling fan 60 3
11 Wall fan 60 2
16 5/15 Amp socket 3000 9
DB-10 (GROUND FLOOR)

8 Bulk head 12 1
9 Mirror light 10 4
11 Wall fan 60 0
16 5/15 Amp socket 3000 22
DB-11 (GROUND FLOOR)

8 Bulk head 12 3
9 Mirror light 10 6
10 Ceiling fan 60 6
11 Wall fan 60 0
16 5/15 Amp socket 3000 10
DB-12 (FIRST FLOOR)

8 Bulk head 12 1
9 Mirror light 10 2
11 Wall fan 60 0
16 5/15 Amp socket 3000 12
DB-13 (FIRST FLOOR)

8 Bulk head 12 2
9 Mirror light 10 2
11 Wall fan 60 0
16 5/15 Amp socket 3000 7
DB-14 (TOP FLOOR)
8 Bulk head 12 1
9 Mirror light 10 0
11 Wall fan 60 0
16 5/15 Amp socket 3000 11
DB-15 (TOP FLOOR)

8 Bulk head 12 1
9 Mirror light 10 0
10 Ceiling fan 60 5
11 Wall fan 60 0
16 5/15 Amp socket 3000 7
LOAD FOR STADIUM LIGHTING
1 LOAD FOR SWITCH PANEL-3
16 LOAD FOR PLAYING AREA LIGHTING
LOAD FOR BUILDING LIGHTING

1 LOAD FOR DB-1
2 LOAD FOR DB-2
3 LOAD FOR DB-3
4 LOAD FOR DB-4
5 LOAD FOR DB-5
6 LOAD FOR DB-6
7 LOAD FOR DB-7
8 LOAD FOR DB-8
9 LOAD FOR DB-9
10 LOAD FOR DB-10
11 LOAD FOR DB-11
12 LOAD FOR DB-12
13 LOAD FOR DB-13
14 LOAD FOR DB-14
15 LOAD FOR DB-15
MAIN PANEL
1 LOAD FOR STADIUM LIGHTING
2 LOAD FOR BUILDING LIGHTING
BALL STADIUM, GODAWARI
TOTAL POWER Considering

CONSUMPTION D.F
2480 2480
TOTAL watt 2480
Breaker size 5.87121212121212
6 Amp, TPN

CONSUMPTION D.F
2480 2480
TOTAL watt 2480
Breaker size 5.87121212121212
6 Amp, TPN

CONSUMPTION D.F
3600 3600
TOTAL watt 3600
Breaker size 8.52272727272727
16 Amp, TPN

CONSUMPTION D.F
3600 3600
TOTAL watt 3600
Breaker size 8.52272727272727
16 Amp, TPN

CONSUMPTION D.F
2160 2160
TOTAL watt 2160
Breaker size 5.11363636363636
6 Amp, TPN

CONSUMPTION D.F
1080 1080
240 240
0 0
96 96
48 48
0 0
0 0
72 72
30 30
1080 1080
0 0
180 180
2000 200
9000 900
4000 2800
39000 7800
0 0
0 0
TOTAL watt 14526
Breaker size 30.9502840909091
32 Amp, TPN

CONSUMPTION D.F
1000 1000
180 180
0 0
96 96
0 0
0 0
0 0
96 96
30 30
600 600
0 0
180 180
2000 200
5000 500
3000 2100
33000 6600
0 0
0 0
2480
TOTAL watt 14062
Breaker size 29.9616477272727
32 Amp, TPN

CONSUMPTION D.F
1000 1000
180 180
0 0
0 0
48 48
0 0
0 0
48 48
0 0
960 960
0 0
0 0
2000 200
9000 900
3000 2100
27000 5400
0 0
0 0
TOTAL watt 10836
Breaker size 23.0880681818182
32 Amp, TPN

CONSUMPTION D.F
640 640
180 180
0 0
144 144
0 0
0 0
0 0
60 60
30 30
360 360
0 0
180 180
0 0
8000 800
2000 1400
18000 3600
0 0
0 0
TOTAL watt 7394
Breaker size 15.7542613636364
16 Amp, TPN

CONSUMPTION D.F
600 600
180 180
0 0
144 144
36 36
0 0
0 0
60 60
30 30
360 360
0 0
180 180
1000 100
6000 600
3000 2100
18000 3600
0 0
0 0
TOTAL watt 7990
Breaker size 17.0241477272727
32 Amp, TPN

CONSUMPTION D.F
1000 1000
180 180
0 0
0 0
48 48
0 0
0 0
48 48
0 0
960 960
0 0
0 0
2000 200
9000 900
3000 2100
27000 5400
0 0
0 0
TOTAL watt 10836
Breaker size 23.0880681818182
32 Amp, TPN

CONSUMPTION D.F
840 840
180 180
0 0
96 96
48 48
0 0
0 0
96 96
30 30
600 600
0 0
180 180
2000 200
4000 400
3000 2100
33000 6600
0 0
0 0
2480
TOTAL watt 13850
Breaker size 29.5099431818182
32 Amp, TPN

CONSUMPTION D.F
800 800
180 180
0 0
96 96
48 48
0 0
0 0
48 48
30 30
840 840
0 0
180 180
2000 200
8000 800
2000 1400
30000 6000
0 0
0 0
TOTAL watt 10622
Breaker size 22.6321022727273
32 Amp, TPN

CONSUMPTION D.F
1400 1400
120 120
180 180
204 204
0 0
64 64
30 30
36 36
30 30
180 180
120 120
0 0
3000 300
8000 800
0 0
27000 5400
0 0
0 0
TOTAL watt 8864
Breaker size 18.8863636363636
32 Amp, TPN

CONSUMPTION D.F
960 960
0 0
306 306
432 432
0 0
112 112
25 25
12 12
40 40
1620 1620
0 0
60 60
4000 400
0 0
0 0
66000 13200
0 0
0 0
TOTAL watt 17167
Breaker size 36.5774147727273
63 Amp, TPN

CONSUMPTION D.F
1360 1360
60 60
72 72
252 252
0 0
64 64
40 40
36 36
60 60
360 360
0 0
0 0
4000 400
2000 200
0 0
30000 6000
0 0
0 0
TOTAL watt 8904
Breaker size 18.9715909090909
32 Amp, TPN

CONSUMPTION D.F
1120 1120
0 0
0 0
60 60
0 0
40 40
20 20
12 12
20 20
1440 1440
0 0
120 120
4000 400
4000 400
0 0
36000 7200
0 0
18000 7200
TOTAL watt 18032
Breaker size 38.4204545454545
63 Amp, TPN

CONSUMPTION D.F
520 520
0 0
288 288
168 168
0 0
40 40
20 20
24 24
20 20
720 720
0 0
0 0
7000 700
11000 1100
0 0
21000 4200
0 0
0 0
TOTAL watt 7800
Breaker size 16.6193181818182
16 Amp, TPN

CONSUMPTION D.F
960 960
0 0
252 252
180 180
0 0
0 0
0 0
12 12
0 0
600 600
0 0
0 0
0 0
16000 1600
0 0
33000 6600
3000 1200
0 0
TOTAL watt 11404
Breaker size 24.2982954545455
32 Amp, TPN

CONSUMPTION D.F
480 480
0 0
252 252
168 168
0 0
0 0
0 0
12 12
0 0
300 300
0 0
0 0
0 0
7000 700
0 0
21000 4200
0 0
9000 3600
TOTAL watt 9712

Breaker size 20.6931818181818
32 Amp, TPN
3600
3600
2160
172800
TOTAL watt 182160

Considering load factor 182160
Breaker size 431.25
500 Amp, TPN
REQUIRED KVA 227.7
14526
14062
10836
7394
7990
10836
13850
10622
8864
17167
8904
18032
7800
11404
9712
TOTAL watt 171999

Considering load factor 120399.3
Breaker size 285.036221590909
320 Amp, TPN
REQUIRED KVA 150.499125

Transformer KVA Required 150
182160
120399.3
TOTAL watt 302559.3

Considering load factor 242047.44
Breaker size 573.028977272727
630 Amp, TPN
Total KVA 302.5593

Transformer KVA Required 300
ELECTRICAL ESTIMATE OF FOOTBALL STADIUM, GODAWARI
S.N. Particulars
A. LUMINAIRES ( FIXTURES)
1 Supply, Installation, Testing & Commissioning of ceiling mounted 600*600 mm LED pannel light
(40W), Philips, wipro, Crompton, HPL or equivalent, with screws, gripes, pvc tape, box etc all
complete.
2 Supply, Installation, Testing & Commissioning of ceiling mounted 2*18W mirror optic LED tube
light light , Philips, wipro, Crompton, HPL or equivalent, with screws, gripes, pvc tape, box etc
all complete.
3 Supply, Installation, Testing & Commissioning of wall mounted 30W LED flood light light ,
Philips, wipro, Crompton, HPL or equivalent, with screws, gripes, pvc tape, box etc all
complete.
4 Supply, Installation, Testing & Commissioning of ceiling mounted 18W LED tube light light ,
Philips, wipro, Crompton, HPL or equivalent, with screws, gripes, pvc tape, box etc all
complete.
5 Supply, Installation, Testing & Commissioning of ceiling mounted 12W LED tube light, Philips,
wipro, Crompton, HPL or equivalent, with screws, gripes, pvc tape, box etc all complete.
6 Supply, Installation, Testing & Commissioning of ceiling mounted circular type 12W LED panel
light , Philips, wipro, Crompton, HPL or equivalent, with screws, gripes, pvc tape, box etc all
complete.
complete.
complete.
9 Supply, Installation, Testing & Commissioning of wall mounted bulk head with 12W LED light
bulb , Philips, wipro, Crompton, HPL or equivalent, with screws, gripes, pvc tape, box etc all
complete.
10 Supply, Installation, Testing & Commissioning of mirror light with LED bulb (2*5W), Philips,
wipro,Crompton, HPL or equivalent, with screws, gripes, pvc tape, bulb, holder, box etc all
complete.
B. FAN / EXHAUST FAN / AC
Supply, Installation, Testing & Commissioning with all necessary accssories: nut, bolt,
hook,clamp, ceiling rose, 3''*3'' box, regulator all complete.
1 Ceiling fan Almonard /Bajaj or eqvt etc all complete.
2 Wall fan Almonard /Bajaj or eqvt etc all complete.
3 9" exhaust fan Almonard /Bajaj or eqvt etc all complete.
4 3 ton ceiling cassette multi (two) split AC of samsung,
voltas, whirlpool,haier, mitsubishi or equivalent all complete set.
C. SOCKET,SWITCH , JUNCTION BOX (Flush type)
Supply, Installation, Testing & Commissioning with all necessary accessories: screws, gripes,
box etc all complete.
1 5 Amps ordinary three pin socket Dyna,CPL, HPL or eqvt to connect on switch board.
5 Amps three pin Single socket Dyna,CPL, HPL or eqvt. with 3''*3'' box etc all complete, for
2
exhaust fan point.
5 Amps 3/5 pin modular single socket flush type Dyna,CPL, HPL or eqvt. with 3''*3'' box etc all
3
complete.
5 Amps 3/5 pin modular double socket flush type Dyna,CPL, HPL or eqvt. with 3''*3'' box etc all
4
complete.
5/15 Amps combined Single modular socket flush type Dyna,CPL, HPL or eqvt. with 3''*3'' box
5
etc all complete.
15 Amps three phase socket Dyna,CPL, HPL or eqvt. For ceiling cassette multi split AC point
6
and for audio system with separate TP switch, box etc all complete.
100 Amps three phase socket Dyna,CPL, HPL or eqvt. For stadium pole lights with separate
7
TP switch, box etc all complete.
8 1 gang 1 way modular switch Dyna, CPL, HPL or eqvt. with 3''*3'' box etc all complete
4 gang 1 way modular switch with 3 pin socket Dyna, CPL, HPL or eqvt. with 4''*6'' box etc all
12
complete
14
complete
16
complete
18
complete
10 gang 1 way modular switch with 3 pin socket Dyna, CPL, HPL or eqvt. with necessary box
20
etc all complete
1 gang 2 way modular switch flush type Dyna, CPL, HPL or eqvt. with 3''*3'' box etc all
21
complete
22
complete
23
complete
24
complete
D. POINT WIRING / WIRES/CABLES
Supply, Installation, Testing & Commissioning with all necessary accessories: HDPE polythene
pipe(10m per points),screws, clamps, pvc tape, grips, flexible wire (10m per points) etc all
complete.
1 2x2.50 sq mm multi strand flexible cu.wire NS marked or equivalent for light & fan point in
25mm HDPE polythene pipe.
2 2x4.0+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent for power point in
20mm HDPE polythene pipe.
3 3x4.0+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent for three phase
power socket point for AC in 20mm HDPE polythene pipe.
4 4 core 400 sq.mm armoured copper PVC/XLPE cable NS marked or equivalent for supply to
changeover switch from transformer point.
5 4 core 400 sq.mm unarmoured copper PVC/XLPE cable NS marked or equivalent for supply to
change over switch from backup generator and supplied to main panel from changeover
switch.
4 core 35 sq.mm unarmoured copper PVC/XLPE cable NS marked or equivalent for supply to
6
four 100 amp TP socket at light control room from main panel board.
4 core 16 sq.mm unarmoured copper PVC/XLPE cable NS marked or equivalent for supply to
7
DB-10 and DB-12 from main panel board.
4 core 10 sq.mm unarmoured copper cableNS marked or equivalent for supply to DB-1, DB-2,
8
DB-3, DB-5, DB-6, DB-7, DB-8, DB-9, DB-11, DB-14 and DB-15 from main panel.
4 core 6 sq.mm unarmoured copper cableNS marked or equivalent for supply to switch panel-
9 1from DB-2, switch panel-2 from DN-7 and switch panel-3, switch panel-4, switch panel-5, DB-
4 and DB-13 from main panel.
10 32mm HDPE polythene pipe for supply cable to DBs with necessary clamp etc all complete.
2x2.5+1x1.50 sq.mm multi strand flexible cu wire for light points from DBs in 25mm HDPE
11
polythene pipe etc all complete.
2x4+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent for single phase
12
power socket points from DBs in 20mm HDPE polythene pipe etc all complete. (Approx)
3x4+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent for three phase
13
power socket points from DBs in 20mm HDPE polythene pipe etc all complete.
8 SWG cu cable NS marked or equivalent for earth continuity from main panel to DBs and
14
switch panels.
E. CABLE TURNKING SYSTEM
nut bolt etc all complete.
1 300mmX80 mm hot deep galvanised steel cable tray, GEWISS/BEC MV 40 162 with fitting and
accessories etc all complete.
2
3inch HDPE polythene pipe for crossing of cables with in different block via underground with
16 number of L joint, 8 number of T joint and necessary clamp etc all complete.
F. ENERGY METER/MANUAL CHANGEOVER SWITCH PANEL TYPE

nut bolt etc all complete.
1 Three phase energy meter/(CT meter) with 630 Amp MCCB and meter box etc all complete.
1 Three step manual changeover switch,630 Amp, FP, Siemens, Hager or equivalent.
G. MAIN PANEL BOARD
nut bolt, cable shoe ,etc all complete.
Main Breaker pannel board, ankur metal or equivalent, of size 9''×36''×48'' double door type
with three copper bus bar, neutral link, earthing link.
Electronic Digital Volt Meter capable of measuring 0-500V-1,
Electronic Digital Ammeter-1,
7 position Volt Selector-1,
4 position Amp Selector-1,
2 A MCBs-3,
100/5 C.T. Coil-3,
Indication LED Light-3,
1 Brass Cable Glands-25,
630 Amp TPN incommer MCCB-1,
500 Amp TPN outgoing MCCB-1,
63 AMP TPN outgoing MCB-2,
32 Amp TPN outgoing MCB-11,
16 Amp TP outgoing MCB-5,
6 Amp TP outgoing MCB-1,
etc all complete. (MCBs, MCCBs should be of siemens, legrand or equivalent brand)
SWITCH PANEL FOR BASEMENT PARKING AND PARAFET LIGHTING CIRCUIT

H.
(SWITCH PANEL-1, SWITCH PANEL-2, & SWITCH PANEL-5)
Supply, Installation, Testing & Commissioning with all necessary accessories; screws, gripes,
nut bolt, cable shoe, pvc tape etc all complete.
Distribution board 6 way TPN made of mild steel sheet
double cover push lock size flush type with cu bus bar, neutral link, earthing link,
1 6 Amp TPN incomer MCB-1,
6 Amp SP outgoing MCB-18,
SWITCH PANEL FOR PARAFET LIGHTING CIRCUIT (SWITCH PANEL-3 & SWITCH
I.
PANEL-4)
1 16 Amp TPN incomer MCB-1,
GROUND FLOOR DISTRIBUTION BOARDS (DB-1, DB-2, DB-7, DB-9, DB-11) & TOP
J.
FLOOR DISTRIBUTION BOARD (DB-14)
32 Amp TPN incomer MCB-1,
1
GROUND FLOOR DISTRIBUTION BOARDS (DB-3, DB-5, DB-6, DB-8) & TOP FLOOR
K.
DISTRIBUTION BOARD (DB-15)
1
L. GROUND FLOOR DISTRIBUTION BOARDS (DB-4)
1
M. GROUND FLOOR DISTRIBUTION BOARDS (DB-10)
1
N. FIRST FLOOR DISTRIBUTION BOARDS (DB-12)
1
O. FIRST FLOOR DISTRIBUTION BOARDS (DB-13)
1
P. TRANSFORMER/ GENERATOR
1
300 KVA ,11/0.4KV, transformer - 1set,

9M Steel Tubular Pole (Galvanized)-2 set,
Double Pole Channel (2250.100.50.50.6mm)-3,
11 Kv Disc Insulator with tension clamp-6,
11 Kv Pin insulator with spindle-6,
11 Kv DO Fuse Set-3,
11 Kv Lighting Arrestor-3,
630 Amp MCCB-1,
MCCB Box - 1set,
Transformer mounting set -1,
Pole Clamp-10,
Cu earthing Rod (13mm diameter 1200mm length) -3,
Earthing Wire (35 to 70 sq.mm)- 4 KG approx,
Earthing Chemical Compound-4 KG approx,
Transformer intallation setup should be design and estimated in colabration with NEA
2 100 KVA (for 2/3 of building lighting load backup) ,380/400V, 50Hz, 0.8 p.f generator for power
backup
3 200 KVA (for stadium lighting load backup) ,380/400V, 50Hz, 0.8 p.f generator for power
backup
Q. EARTHING
Accessories : salt, coal, cu plate, HDPE polythene pipe., etc all complete.
Plate earthing with plate size of 600 x 600 x 3.14 mm copper plate (1 Set), 25 x 3 sq. mm
copper strip with
Brazing to plate(20 meter), 25 mm Diameter GI Pipe (2 meter), 5/16 nuts & bolt with spring
1 washer cadmium
maker (1 set), Salt (40 KG), Charcoal Dust (4 bag), 30 Cm x 30 Cm Cast Iron Cover for water
pouring into
pit (1 set) and Funnel with wire mesh (1 set) etc all complete.
WARI
QTY Unit Rate Amount
344.00 Set 1,945,889.15

5656.65
260.00 Set 1,073,060.17

4127.15
56.00 Set 231,120.65

4127.15
75.00 Set 162,911.59

2172.15
178.00 Set 325,233.50

1827.15
23.00 Set 42,024.55

1827.15
40.00 Set 73,086.18

1827.15
27.00 Set 33,808.17

1252.15
56.00 Set 70,120.65

1252.15
7.00 Set 81,215.08

11602.15
183.00 Set 2315.33 423,705.39

2.00 Set 4314.80 8,629.60
21.00 Set 2588.08 54,349.58
2.00 Set 699,476.00
349738.00
35.00 Set 588.03 20,581.03

21.00 Set 12,348.62
588.03
106.00 Set 79,153.33
746.73
23.00 Set 18,021.18
783.53
154.00 Set 122,788.74
797.33
3.00 Set 1,664.04
554.68
4.00 Set 15,462.12
3865.53
15.00 Set 530.53 7,957.94
25.00 Set 568.48 14,211.99
7.00 Set 607.58 4,253.06
11.00 Set 647.83 7,126.12
2.00 Set 1,730.36
865.18
3.00 Set 768.58 2,305.74
3.00 Set 3,057.84
1019.28
48.00 Set 768.58 36,891.82
7.00 Set 7,134.96
1019.28
22.00 Set 845.63 18,603.85
11.00 Set 12,160.82
1105.53
4.00 Set 1105.53 4,422.12
7.00 Set 10,958.71
1565.53
4.00 Set 2,825.92
706.48
16.00 Set 13,631.27
851.95
32.00 Set 31,917.74
997.43
6.00 Set 6,857.43
1142.90
1436.00 Point 1,826,365.83

1271.84
154.00 Point 204,982.43
1331.05
3.00 Point 4,170.80
1390.27
100.00 Rm 148,731.42
1487.31
20.00 Rm 29,746.28
1487.31
700.00 Rm 873,451.83
1247.79
500.00 Rm 621,092.64
1242.19
2000.00 Rm 2,477,138.33
1238.57
350.00 Rm 432,577.93
1235.94
190.00 Rm 9,500.00
50.00
10000.00 Rm 12,929,002.78
1292.90
1350.00 Rm 1,809,343.88
1340.25
200.00 Rm 278,053.39
1390.27
3550.00 Rm 4,301,934.38
1211.81
850.00 Rm 0.00
200.00 Rm 0.00
1.00 Set 68,324.95

68324.95
1.00 Set 87141.25 87,141.25
1.00 Set 170871.00 170,871.00
3.00 Set 14452.30 43,356.90
2.00 Set 14452.30 28,904.60
6.00 Set 19662.70 117,976.20

5.00 Set 18055.90 90,279.50
1.00 Set 17065.30 17,065.30
1.00 Set 24773.00 24,773.00
1.00 Set 23166.20 23,166.20
1.00 Set 18672.10 18,672.10

1.00 Set 1,652,073.90
1652073.90
1.00 Set
4,841,569.00
1.00 Set
4841569.00
2.00 Set
20019.20 40,038.40
Total: 38,851,001.21
VAT(13%): 5,050,630.16
Grand Total 43,901,631.37
Province 3 , Nepal
Football Stadium, Godawari
Godawari, Kathmandu
Rate of Electrical Items (075/76)
Item No: Description Unit Qty Rate
LIGHT FIXTURE
1.01 600*600 mm LED pannel light (40W)
A. Material cost
600*600 mm LED pannel light (40W) set 1 4830.00
Screw, Grips and related accessories LS 1 11.33
A. Total
B. Labour Costs
Skilled prn 0.05 960.00
Semi-Skilled prn 0.05 590.00
B. Total
C. Total (A+B)
D. Overhead & Profit 15% of C
E. Total (C+D)
1.02 2*18W mirror optic LED tube light light

A. Material cost
2*18W mirror optic LED tube light light set 1 3500.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
1.03 wall mounted 30W LED flood light light

A. Material cost
wall mounted 30W LED flood light light set 1 3500.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
1.04 ceiling mounted 18W LED tube light light

A. Material cost
ceiling mounted 18W LED tube light light set 1 1800.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
1.05 ceiling mounted 12W LED tube light

A. Material cost
ceiling mounted 12W LED tube light set 1 1500.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
1.06 ceiling mounted circular type 12W LED panel light

A. Material cost
ceiling mounted circular type 12W LED panel light set 1 1500.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
1.08 wall mounted bulk head with 12W LED light bulb
A. Material cost
wall mounted bulk head with 12W LED light bulb set 1 1000.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
1.09 mirror light with LED bulb (2*5W)
A. Material cost
mirror light with LED bulb (2*5W) set 1 10000.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
FAN / EXHAUST FAN / AC

2.1 Ceiling fan 42"
A. Material cost
Ceiling fan 42" set 1 2266.00
CM,Cement paints LS 1 38.00
A. Total
B. Labour Costs
Skilled prn 1 960.00
Semi-Skilled prn 1 590.00
B. Total
C. Total (A+B)
E. Total (C+D)
2.2 Wall fan 28"

A. Material cost
Wall fan 28" set 1 2833.00
Iron,Clamps LS 1 50.00
Ceiling Rose set 1 34.00
Nail, Grips etc. LS 1 60.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
2.3 9" exhaust fan

A. Material cost
9" exhaust fan set 1 1803.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
2.4 3 ton ceiling cassette multi (two) split AC

A. Material cost
3 ton ceiling cassette multi (two) split AC set 1 300000.00
A. Total
B. Labour Costs
Skilled prn 3 960.00
Semi-Skilled prn 2 590.00
B. Total
C. Total (A+B)
E. Total (C+D)
SOCKET,SWITCH , JUNCTION BOX (Flush type)

3.1 5 Amps ordinary three pin socket
A. Material cost
5 Amps ordinary three pin socket set 1 150.00
18 SWG Metal Box nos 1 136.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)

E. Total (C+D)
3.2 5 Amps three pin Single socket

A. Material cost
5 Amps three pin Single socket set 1 150.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)

E. Total (C+D)
3.3 5 Amps 3/5 pin modular single socket flush type

A. Material cost
5 Amps 3/5 pin modular single socket flush type set 1 288.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)

E. Total (C+D)
3.4 5 Amps 3/5 pin modular double socket flush type

A. Material cost
5 Amps 3/5 pin modular double socket flush type set 1 320.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)

E. Total (C+D)
3.5 5/15 Amps combined Single modular socket flush type

A. Material cost
5/15 Amps combined Single modular socket flush type
set 1 332.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)

E. Total (C+D)
3.6 15 Amps three phase socket

A. Material cost
15 Amps three phase socket set 1 121.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
E. Total (C+D)
3.7 100 Amps three phase socket

A. Material cost
100 Amps three phase socket set 1 3000.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
D. Overhead & Profit 15% of C Total
E. Total (C+D)
3.8 1 gang 1 way modular switch

A. Material cost
1 gang 1 way modular switch set 1 100.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
3.12 4 gang 1 way modular switch with 3 pin socket

A. Material cost
4 gang 1 way modular switch with 3 pin socket set 1 391.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
3.21 1 gang 2 way modular switch flush type

A. Material cost
1 gang 2 way modular switch flush type set 1 253.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
POINT WIRING / WIRES/CABLES

4.01 2x2.50 sq mm multi strand flexible cu.wire NS marked or equivalent
A. Material cost
2x2.50 sq mm multi strand flexible cu.wire NS marked or
equivalent r mt 1 53.80
20mm HDPE polythene pipe. r mt 1 32.00
Cable shoe, PVC Tape LS 1 5.15
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
Semi-Skilled m/d 0.5 590.00
un-Skilled m/d 0.75 640.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.02 2x4.0+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent

A. Material cost
2x4.0+1x1.50 sq.mm multi strand flexible cu wire NS
marked or equivalent r mt 1 105.29
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.03 3x4.0+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent

A. Material cost
3x4.0+1x1.50 sq.mm multi strand flexible cu wire NS
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.04 4 core 400 sq.mm armoured copper PVC/XLPE cable NS marked or equivalent
A. Material cost
4 core 400 sq.mm armoured copper PVC/XLPE cable NS
32mm HDPE polythene pipe r mt 1 50.00
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.05 4 core 400 sq.mm unarmoured copper PVC/XLPE cable NS marked or equivalent
A. Material cost
4 core 400 sq.mm unarmoured copper PVC/XLPE cable NS
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
Cable shoe, PVC Tape LS 1
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)

A. Material cost
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.08 4 core 10 sq.mm unarmoured copper cableNS marked or equivalent

A. Material cost
4 core 10 sq.mm unarmoured copper cableNS marked or
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.09 4 core 6 sq.mm unarmoured copper cableNS marked or equivalent

A. Material cost
4 core 6 sq.mm unarmoured copper cableNS marked or
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.10 2x2.5+1x1.50 sq.mm multi strand flexible cu wire

A. Material cost
2x2.5+1x1.50 sq.mm multi strand flexible cu wire r mt 1 72.11
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.11 2x4+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent

A. Material cost
2x4+1x1.50 sq.mm multi strand flexible cu wire NS marked
or equivalent r mt 1 105.29
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.12 3x4+1x1.50 sq.mm multi strand flexible cu wire NS marked or equivalent

A. Material cost
3x4+1x1.50 sq.mm multi strand flexible cu wire NS marked
or equivalent r mt 1 148.78
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
4.13 8 SWG cu cable NS marked or equivalent

A. Material cost
8 SWG cu cable NS marked or equivalent r mt 1 1.60
A. Total
B. Labour Costs
Skilled m/d 0.25 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
ENERGY METER/MANUAL CHANGEOVER SWITCH PANEL TYPE

5.01 Three phase energy meter/(CT meter) with 630 Amp MCCB and meter box etc all complete.
A. Material cost
Three phase energy meter/(CT meter) meter box set 1 10228.00
630 Amp TPN MCCB set 1 48410.00
A. Total
B. Labour Costs
Skilled m/d 0.5 960.00
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
5.02 MANUAL CHANGEOVER SWITCH

A. Material cost
Three step manual changeover switch,630 Amp set 1 75000.00
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
MAIN PANEL BOARD AND Distribution Boards

6.01 MAIN PANEL BOARD
A. Material cost
6 Way TPN DB Double Cover set 1 4301.00
Cement/Sand Mortar for Installation with required Brick wall
and redoing the chiselled area (Civil works) lot 1
27.00
NORMAL SECTION
6 Amp TPN MCB set 1 1710.00
6 Amp SP MCB set 1 206.00
Three phase energy meter/(CT meter) meter box set 1 10228.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
C. Total
E. Total (C+D)
6.02 DB-1/ DB-2/ DB-7/ DB-9/ DB-11/DB-14

A. Material cost
27.00
NORMAL SECTION
16 Amp TP MCB set 6 541.00
and redoing the chiselled area (Civil works)
lot 0 27.00
A. Total
B. Labour Costs
Skilled m/d 1 960.00
Semi-Skilled m/d 1 590.00
B. Total
E. Overhead & Profit 15% of C+D Total
F. Total (C+D+E)
6.03 DB-3/DB-5/ DB-6/ DB-8/ DB-15

A. Material cost
27.00
NORMAL SECTION
A. Total
B. Labour Costs
B. Total
F. Total (C+D+E)
6.04 DB-4
A. Material cost
27.00
NORMAL SECTION
A. Total
B. Labour Costs
B. Total
F. Total (C+D+E)
6.05 DB-10
A. Material cost
27.00
NORMAL SECTION
A. Total
B. Labour Costs
B. Total
F. Total (C+D+E)
6.06 DB-12
A. Material cost
27.00
NORMAL SECTION
A. Total
B. Labour Costs
B. Total
F. Total (C+D+E)
6.07 DB-13
A. Material cost
27.00
NORMAL SECTION
A. Total
B. Labour Costs
B. Total
F. Total (C+D+E)
6.08 SWITCH PANEL FOR BASEMENT PARKING AND PARAFET LIGHTING CIRCUIT (SWITCH PANEL-1, SWITC
A. Material cost
27.00
NORMAL SECTION
A. Total
B. Labour Costs
B. Total
F. Total (C+D+E)
6.09 SWITCH PANEL FOR PARAFET LIGHTING CIRCUIT (SWITCH PANEL-3 & SWITCH PANEL-4)
A. Material cost
27.00
NORMAL SECTION
A. Total
B. Labour Costs
B. Total
F. Total (C+D+E)
PLATE EARTHING SYSTEM

A. Material cost
7.01 Complete Earthing
1 600 x 600 x 3.14 mm copper plate Kg 1 9517.00
25 x 3 sq. mm copper strip with Brazing to plate(20 meter)
2
Kg 4 1082.00
3 25 mm Diameter GI Pipe m 1 252.00
4 5/16 nuts & bolt with spring washer cadmium maker pc 1 15.00
5 Salt Kg 1 12.00
6 Charcoal Dust Bag 1 309.00
30 Cm x 30 Cm Cast Iron Cover for water pouring into pit (1
7 pc
set) and Funnel 1 618.00
A. Total
B. Labour Costs
un-Skilled m/d 2 640.00
B. Total
C. Total (A+B)
E. Overhead & Profit 15% of C
F. Total (C+D)
TRANSFORMER
8.01 A. Material cost
300 KVA ,11/0.4KV, transformer - 1set, LS 1 1200000
9M Steel Tubular Pole (Galvanized)-2 set, LS 1 51800.00
Double Pole Channel (2250.100.50.50.6mm)-3, LS 1 9600.00
11 Kv Disc Insulator with tension clamp-6, LS 1 8400.00
11 Kv Pin insulator with spindle-6, LS 1 2100.00
11 Kv DO Fuse Set-3, LS 1 24000.00
11 Kv Lighting Arrestor-3, LS 1 13500.00
630 Amp MCCB-1, LS 1 48410.00
MCCB Box - 1set, LS 1 35000.00
Transformer mounting set -1, LS 1 20000.00
Pole Clamp-10, LS 1 3500.00
Cu earthing Rod (13mm diameter 1200mm length) -3, LS 1 11520.00
Earthing Wire (35 to 70 sq.mm)- 4 KG approx, LS 1 4800.00
Earthing Chemical Compound-4 KG approx, LS 1 216.00
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
F. Total (C+D)
GENERATOR
9.01 A. Material cost
100 KVA ,380/400V, 50Hz, 0.8 p.f generator no. 1 1450000
200 KVA ,380/400V, 50Hz, 0.8 p.f generator no. 1 2475000
Loading cost no. 2 35000
Installation cost(with all extra cost for installation)
no. 2 100000
A. Total
B. Labour Costs
B. Total
C. Total (A+B)
F. Total (C+D)
Amount
4830.00
11.33
4841.33
48.00
29.50
77.50
4918.83
737.8245
5656.65 /set
3500.00
11.33
3511.33
48.00
29.50
77.50
3588.83
538.3245
4127.15 /set
3500.00
11.33
3511.33
48.00
29.50
77.50
3588.83
538.3245
4127.15 /set
1800.00
11.33
1811.33
48.00
29.50
77.50
1888.83
283.3245
2172.15 /set
1500.00
11.33
1511.33
48.00
29.50
77.50
1588.83
238.3245
1827.15 /set
1500.00
11.33
1511.33
48.00
29.50
77.50
1588.83
238.3245
1827.15 /set
1500.00
11.33
1511.33
48.00
29.50
77.50
1588.83
238.3245
1827.15 /set
1000.00
11.33
1011.33
48.00
29.50
77.50
1088.83
163.3245
1252.15 /set
10000.00
11.33
10011.33
48.00
29.50
77.50
10088.83
1513.3245
11602.15 /set
1000.00
11.33
1011.33
48.00
29.50
77.50
1088.83
163.3245
1252.15 /set
2266.00
11.33
38.00
2315.33
960.00
590.00
1550.00
3865.33
579.7995
4445.13 /set
2833.00
50.00
34.00
60.00
2977.00
480.00
295.00
775.00
3752.00
562.8
4314.80 /set
1803.00
60.00
1863.00
240.00
147.50
387.50
2250.50
337.575
2588.08 /set
300000.00
60.00
300060.00
2880.00
1180.00
4060.00
304120.00
45618
349738.00 /set
150.00
136.00
11.33
297.33
96.00
118.00
214.00
511.33
511.33
76.6995
588.03 /set
150.00
136.00
11.33
297.33
96.00
118.00
214.00
511.33
511.33
76.6995
588.03 /set
288.00
136.00
11.33
435.33
96.00
118.00
214.00
649.33
649.33
97.3995
746.73 /set
320.00
136.00
11.33
467.33
96.00
118.00
214.00
681.33
681.33
102.1995
783.53 /set
332.00
136.00
11.33
479.33
96.00
118.00
214.00
693.33
693.33
103.9995
797.33 /set
121.00
136.00
11.33
268.33
96.00
118.00
214.00
482.33
482.33
72.3495
554.68 /set
3000.00
136.00
11.33
3147.33
96.00
118.00
214.00
3361.33
3361.33
504.1995
3865.53 /set
100.00
136.00
11.33
247.33
96.00
118.00
214.00
461.33
461.33
69.1995
530.53 /set
133.00
136.00
11.33
280.33
96.00
118.00
214.00
494.33
494.33
74.1495
568.48 /set
167.00
136.00
11.33
314.33
96.00
118.00
214.00
528.33
528.33
79.2495
607.58 /set
202.00
136.00
11.33
349.33
96.00
118.00
214.00
563.33
563.33
84.4995
647.83 /set
391.00
136.00
11.33
538.33
96.00
118.00
214.00
752.33
752.33
112.8495
865.18 /set
307.00
136.00
11.33
454.33
96.00
118.00
214.00
668.33
668.33
100.2495
768.58 /set
525.00
136.00
11.33
672.33
96.00
118.00
214.00
886.33
886.33
132.9495
1019.28 /set
307.00
136.00
11.33
454.33
96.00
118.00
214.00
668.33
668.33
100.2495
768.58 /set
525.00
136.00
11.33
672.33
96.00
118.00
214.00
886.33
886.33
132.9495
1019.28 /set
374.00
136.00
11.33
521.33
96.00
118.00
214.00
735.33
735.33
110.2995
845.63 /set
600.00
136.00
11.33
747.33
96.00
118.00
214.00
961.33
961.33
144.1995
1105.53 /set
600.00
136.00
11.33
747.33
96.00
118.00
214.00
961.33
961.33
144.1995
1105.53 /set
1000.00
136.00
11.33
1147.33
96.00
118.00
214.00
1361.33
1361.33
204.1995
1565.53 /set
253.00
136.00
11.33
400.33
96.00
118.00
214.00
614.33
614.33
92.1495
706.48 /set
379.50
136.00
11.33
526.83
96.00
118.00
214.00
740.83
740.83
111.1245
851.95 /set
506.00
136.00
11.33
653.33
96.00
118.00
214.00
867.33
867.33
130.0995
997.43 /set
632.50
136.00
11.33
779.83
96.00
118.00
214.00
993.83
993.83
149.0745
1142.90 /set
53.80
32.00
5.15
90.95
240.00
295.00
480.00
1015.00
1105.95
1105.95
165.8925
1271.84 /m
105.29
32.00
5.15
142.44
240.00
295.00
480.00
1015.00
1157.44
1157.44
173.61583333
1331.05 /m
148.78
40.00
5.15
193.93
240.00
295.00
480.00
1015.00
1208.93
1208.93
181.33916667
1390.27 /m
223.17
50.00
5.15
278.32
240.00
295.00
480.00
1015.00
1293.32
1293.32
193.9975
1487.31 /rm
223.17
50.00
5.15
278.32
240.00
295.00
480.00
1015.00
1293.32
1293.32
193.9975
1487.31 /rm
20.03
50.00
0.00
70.03
240.00
295.00
480.00
1015.00
1085.03
1085.03
162.755
1247.79 /rm
10.01
50.00
5.15
65.16
240.00
295.00
480.00
1015.00
1080.16
1080.16
162.02416667
1242.19 /rm
6.87
50.00
5.15
62.02
240.00
295.00
480.00
1015.00
1077.02
1077.02
161.5525
1238.57 /rm
4.58
50.00
5.15
59.73
240.00
295.00
480.00
1015.00
1074.73
1074.73
161.20916667
1235.94 /rm
72.11
32.00
5.15
109.26
240.00
295.00
480.00
1015.00
1124.26
1124.26
168.63916667
1292.90 /rm
105.29
40.00
5.15
150.44
240.00
295.00
480.00
1015.00
1165.44
1165.44
174.81583333
1340.25 /rm
148.78
40.00
5.15
193.93
240.00
295.00
480.00
1015.00
1208.93
1208.93
181.33916667
1390.27 /rm
1.60
32.00
5.15
38.75
240.00
295.00
480.00
1015.00
1053.75
1053.75
158.0625
1211.81 /m
complete.
10228.00
48410.00
58638.00
480.00
295.00
775.00
59413.00
59413.00
59413.00
8911.95
68324.95
75000.00
480.00
295.00
75775.00
75775.00
75775.00
75775.00
11366.25
87141.25
4301.00
27.00
1710.00
206.00
1710.00
2472.00
3157.00
48410.00
42000.00
35535.00
21115.00
10228.00
170871.00
480.00
295.00
775.00
171646.00
171646.00
171646.00
25746.9
197392.90 /set
4301.00
27.00
0.00
3708.00
3246.00
0.00
2472.00
0.00
0.00
0.00
0.00
0.00
0.00
13754.00
960.00
590.00
15304.00
4358.7
19662.70 /set
4301.00
27.00
0.00
2472.00
3246.00
2472.00
0.00
0.00
0.00
0.00
0.00
12518.00
960.00
590.00
14068.00
3987.9
18055.90 /set
4301.00
27.00
0.00
2472.00
3246.00
1710.00
0.00
0.00
0.00
0.00
0.00
0.00
11756.00
960.00
590.00
13306.00
3759.3
17065.30 /set
4301.00
27.00
0.00
3708.00
6492.00
0.00
3157.00
0.00
0.00
0.00
0.00
17685.00
960.00
590.00
19235.00
5538
24773.00 /set
4301.00
27.00
0.00
2472.00
6492.00
0.00
0.00
3157.00
0.00
0.00
0.00
0.00
16449.00
960.00
590.00
17999.00
5167.2
23166.20 /set
4301.00
27.00
0.00
3708.00
3246.00
1710.00
0.00
0.00
0.00
0.00
0.00
0.00
12992.00
960.00
590.00
14542.00
4130.1
18672.10 /set
T (SWITCH PANEL-1, SWITCH PANEL-2, & SWITCH PANEL-5)
4301.00
27.00
1710.00
3708.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
9746.00
960.00
590.00
11296.00
3156.3
14452.30 /set
H PANEL-4)
4301.00
27.00
0.00
3708.00
1710.00
0.00
0.00
0.00
0.00
0.00
0.00
9746.00
960.00
590.00
11296.00
3156.3
14452.30 /set
9517
4328
252
15
12
309
618
15051.00
192.00
885.00
1280.00
2357.00
17408.00
2611.2
20019.20 /job
1200000
51800
9600
8400
2100
24000
13500
48410
35000
20000
3500
11520
4800
216
1432846.00
1920.00
1180.00
640.00
3740.00
1436586.00
215487.9
1652073.90 /job
1450000
2475000
70000
200000
4195000.00
3840.00
3540.00
7680.00
15060.00
4210060.00
631509
4841569.00
Province 3 , Nepal
Football Stadium, Godawari
Godawari, Kathmandu
Rate of Electrical Items (075/76)
S.No. Details Unit Rate Total Rate
A. Labour Rate
1.01 Skilled m/d 960 960

1.02 Semi-Skilled m/d 590 590
1.03 Un-Skilled m/d 640 640
B. Material Rate
1 LUMINAIRES ( FIXTURES)
1.01 600*600 mm LED pannel light (40W) pc 4830 4830
1.02 2*18W mirror optic LED tube light light pc 3500 3500
1.03 wall mounted 30W LED flood light light pc 3500 3500
1.04 ceiling mounted 18W LED tube light light pc 1800 1800
1.05 ceiling mounted 12W LED tube light pc 1500 1500
1.06 ceiling mounted circular type 12W LED panel light pc 1500 1500
1.08 wall mounted bulk head with 12W LED light bulb pc 1000 1000
1.09 mirror light with LED bulb (2*5W) pc 10000 10000
2 FAN / EXHAUST FAN / AC

2.01 Ceiling fan 42" no 2266 2266
2.02 Wall fan 28" no 2833 2833
2.03 9" exhaust fan no 1803 1803
2.04 3 ton ceiling cassette multi (two) split AC no 300000 300000
SOCKET,SWITCH , JUNCTION BOX (Flush type)

3
3.01 5 Amps ordinary three pin socket set 150 150
3.02 5 Amps three pin Single socket set 150 150
3.03 5 Amps 3/5 pin modular single socket flush type set 288 288
3.04 5 Amps 3/5 pin modular double socket flush type set 320 320
3.05 5/15 Amps combined Single modular socket flush type set 332 332
3.06 15 Amps three phase socket set 121 121

3.07 100 Amps three phase socket set 3000 3000
3.08 1 gang 1 way modular switch set 100 100
3.12 4 gang 1 way modular switch with 3 pin socket set 391 391
3.21 1 gang 2 way modular switch flush type set 253 253
3.22 2 gang 2 way modular switch flush type set 379.5 379.5
3.23 3 gang 2 way modular switch flush type set 506 506
3.24 4 gang 2 way modular switch flush type set 632.5 632.5
4 POINT WIRING / WIRES/CABLES

2x2.50 sq mm multi strand flexible cu.wire NS marked 4842 53.8
Rm
4.01 or equivalent
2x4.0+1x1.50 sq.mm multi strand flexible cu wire NS 9476 105.28889
Rm
4.02 marked or equivalent
3x4.0+1x1.50 sq.mm multi strand flexible cu wire NS 13390 148.77778
Rm
4 core 400 sq.mm armoured copper PVC/XLPE cable 20085 223.16667
Rm
4.04 NS marked or equivalent
4 core 400 sq.mm unarmoured copper PVC/XLPE 20085 223.16667
Rm
4.05 cable NS marked or equivalent
Rm
Rm
4 core 10 sq.mm unarmoured copper cableNS marked 618 6.8666667
Rm
4.08 or equivalent
4 core 6 sq.mm unarmoured copper cableNS marked 412 4.5777778
Rm
4.09 or equivalent
4.10 32mm HDPE polythene pipe Rm 50 50
6490 72.111111
2x2.5+1x1.50 sq.mm multi strand flexible cu wire Rm
4.11
2x4+1x1.50 sq.mm multi strand flexible cu wire NS 9476 105.28889
Rm
3x4+1x1.50 sq.mm multi strand flexible cu wire NS 13390 148.77778
Rm
4.14 8 SWG cu cable NS marked or equivalent Rm 144 1.6
4.15 20mm HDPE polythene pipe. Rm 32 32
4.16 25mm HDPE polythene pipe. Rm 40 40
ENERGY METER/MANUAL CHANGEOVER SWITCH

5 PANEL TYPE
5.01 Three phase energy meter/(CT meter) meter box SET 10228 10228
Three step manual changeover switch,630 Amp, FP, 75000 75000
5.02 Siemens, Hager or equivalent. SET
6 MCB/MCCB
6.01 6 Amp TPN MCB Piece 1710 1710
6.02 6 Amp SP MCB Piece 206 206
6.06 630 Amp TPN MCCB Piece 48410 48410
7 EARTHING
7.01 600 x 600 x 3.14 mm copper plate Kg 9517 9517
25 x 3 sq. mm copper strip with Brazing to plate(20 Kg 1082 1082
7.02 meter)
7.03 25 mm Diameter GI Pipe m 252 252
5/16 nuts & bolt with spring washer cadmium maker pc 15 15
7.04
7.05 Salt Kg 12 12
7.06 Charcoal Dust Bag 309 309
30 Cm x 30 Cm Cast Iron Cover for water pouring into pc 618 618
7.07 pit (1 set) and Funnel
8 ACCESSORIES 0
0
9.01 Screw, Grips and related accessories LS 11.33 11.33
9.02 Cement/Sand Mortar for redoing the chiselled area for LS 25.75 25.75
point wiring
9.03 Pipe nail, Banding wire for point wiring LS 3.09 3.09
9.04 PVC Tape, Insulating Materials LS 5.15 5.15
9.05 Steel screws pcs 1.8025 1.8025
9.06 Nail, Grips etc. LS 60 60
9.07 Iron,Clamps LS 50 50
CM,Cement paints LS 38 38
Ceiling Rose set 34 34
18 SWG Metal Box nos 136 136
Cement/Sand Mortar for Installation with required lot 27 27
Brick wall and redoing the chiselled area (Civil works)

6 Way TPN DB Double Cover set 4301 4301
Cable shoe, PVC Tape LS 5.15 5.15
9 TRANSFORMER
300 KVA ,11/0.4KV, transformer - 1set, LS 1200000 1200000
9M Steel Tubular Pole (Galvanized)-2 set, LS 25900 51800
Double Pole Channel (2250.100.50.50.6mm)-3, LS 3200 9600
11 Kv Disc Insulator with tension clamp-6, LS 1400 8400
11 Kv Pin insulator with spindle-6, LS 350 2100
11 Kv DO Fuse Set-3, LS 8000 24000
11 Kv Lighting Arrestor-3, LS 4500 13500
630 Amp MCCB-1, LS 48410 48410
MCCB Box - 1set, LS 35000 35000
Transformer mounting set -1, LS 20000 20000
Pole Clamp-10, LS 350 3500
Cu earthing Rod (13mm diameter 1200mm length) -3, LS 3840 11520
Earthing Wire (35 to 70 sq.mm)- 4 KG approx, LS 1200 4800

Earthing Chemical Compound-4 KG approx, LS 54 216
10 GENERATOR
100 KVA ,380/400V, 50Hz, 0.8 p.f generator no 1450000 1450000
200 KVA ,380/400V, 50Hz, 0.8 p.f generator no 2475000 2475000
Source
Kathmandu District Rate FY:2075/2076

Market Rate
Market Rate
Market Rate
1213 for CFL and Market Rate
Market Rate
Market Rate
Market Rate

Market Rate

Market Rate

Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Kathmandu District Rate FY:2075/2076 90 m per coil


91 m per coil
Market Price
Market Price
Market Price in India +35% Tax

Market Price
Market Price


Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Tentative Estimate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate
Market Rate(Kathmandu Infra Solution Pvt Ltd)

Market Rate(Kathmandu Infra Solution Pvt Ltd)
Detailed Quantity Estimate of Septic Tank
Type of Building :- Septic Tank
S.No. Description Nos. Length
1 EARTH WORK
1 EARTH WORK
1.1 Surface dressing and Top soil cutting with 150 to 200
mm depth including disposing the surplus excvated
earth within the premises for layout & setting out of
structure as per drawing & specification.
1 20.00
1.2 Earthwork in excavation in all kinds of soil and diposing

lead up to 30m including dressing of sides, ramming of
bottom, watering, ramming, consolidation and dressing,
with all necessary shoring and dewatering as well as
backfilling the trench and compact.
1 20.00
2 CONCRETE WORK
2.1 Supplying mixing, placing, compacting & curing of
reinforced cement concrete including plastisizer
admixture exluding the cost of form work and
reinforcement.
a) M20 (1 Cement : 1.5 Sand : 3 coarse aggregate) 1 20.00
b) M10 (1 Cement : 3 Sand : 6 coarse aggregate) 1 20.00
2.2 Supplying, fixing, cutting, bending, binding and placing

in position steel reinforcement bar including the cost of
14 gauge galvanized iron binding wire all complete as
per drawing, specification and approval of engineer.
a) Tor Steel
2.3 Providing, placing, fixing centering and shuttering of

plywood or steel form work for slabs, walls, columns,
lintel and beams (with necessary provision of extension
of reinforcement of wall ties) and other RCC works
including nails, propping supports and bracings of steel
pipes including lead & lift at any height & removal and
disposal of the same all complete as per specification &
approval of engineer.
1 20.00
3 BRICKWORK
3.1 Providing & laying brick masonary using first class
chimney made bricks with 1:4 cement sand mortar
including scaffolding, curing, cleaning, and racking out
mortar joints & making ducts, recesses where required
as per drawing, specification & approval of engineer.
3 20.00
4 5.98
3.2 Dry brick soling in foundation and floors with first class
chimney made bricks in true line & level including
watering, compacting etc. all complete as per drawing,
specification & instruction.
a) On flat 1 20.00
4 FLOOR FINISH
4.1 Providing, mixing, laying and compacting 20 to 25mm
thick cement and screed (1:4) on floors in true line &
level including curing as drawing, specification &
instruction.
6 6.21
4.2 Providing, mixing, laying neat cement punning on floors

in true line & level including curing as drawing,
specification & instruction.
12 6.21
12 2.99
6 2.99
5
PLASTER AND FINISHING WORK
5.1 Providing and laying 12.5mm thick plaster on wall with
1:4 cement sand mortar in perfect line and level
including scaffolding, curing etc. all complete as per
drawing, specification & instruction.
12 6.21
12 2.99
6 2.99
6 Miscellaneous work
6.1
CI manhole cover 600 mm* 600 mm medium quality 12
of Septic Tank
Civil Works
Breadth Height Quantity Remarks
7.00 140.00 m2
140.00 m2
7.00 2.28 318.50 m3
7.00 0.10 14.00

14.00 m3
7.00 0.08 10.50

10.50 m3
1,648.50 Kg
1,648.50 Kg
7.00 140.00
140.00 m2
0.34 2.10 42.84

0.34 2.10 17.08
59.92 m3
7.00 140.00 m2
140.00 m2
2.99 111.47 m2
111.47 m2
2.10 156.58
2.10 75.35
6.21 111.47
343.39 m2
2.10 156.58
2.10 75.35
6.21 111.47
343.39 m2
12.00 nos
COST ESTIMATE OF SEPTIC TANK
Type of Building :- Septic Tank

S.No. Description Unit Quantity Rate Amount
1 EARTH WORK
1 EARTH WORK
1.1 Surface dressing and Top soil cutting with 150 to 200 mm
depth including disposing the surplus excvated earth within
the premises for layout & setting out of building as per drawing
& specification. m2 140.00 15.34 2,147.74
1.2 Earthwork in excavation in all kinds of soil and diposing lead
up to 30m including dressing of sides, ramming of bottom,
watering, ramming, consolidation and dressing, with all
necessary shoring and dewatering as well as backfilling the
trench and compact.
m3 318.50 480.91 153,168.88
2 CONCRETE WORK -
2.1 Supplying mixing, placing, compacting & curing of reinforced
cement concrete including plastisizer admixture exluding the
cost of form work and reinforcement.
-
a) M20 (1 Cement : 1.5 Sand : 3 coarse aggregate) m3 14.00 15,241.01 213,374.16
a) M10 (1 Cement : 3 Sand : 6 coarse aggregate) m3 10.50 10,764.62 113,028.52
2.2 Supplying, fixing, cutting, bending, binding and placing in
position steel reinforcement bar including the cost of 14 gauge
galvanized iron binding wire all complete as per drawing,
specification and approval of engineer. -
a) Tor Steel kg 140.00 98.52 13,793.11
2.3 Providing, placing, fixing centering and shuttering of plywood
or steel form work for slabs, walls, columns, lintel and beams
(with necessary provision of extension of reinforcement of wall
ties) and other RCC works including nails, propping supports
and bracings of steel pipes including lead & lift at any height &
removal and disposal of the same all complete as per
specification & approval of engineer.
m2 140.00 666.01 93,242.04

-
3 BRICKWORK -
3.1 Providing & laying brick masonary using first class chimney
made bricks with 1:4 cement sand mortar including
scaffolding, curing, cleaning, and racking out mortar joints &
making ducts, recesses where required as per drawing,
specification & approval of engineer.
m3 59.92 13,422.32 804,250.65
3.2 Dry brick soling in foundation and floors with first class
chimney made bricks in true line & level including watering,
compacting etc. all complete as per drawing, specification &
instruction. -
a) On flat m2 140.00 897.99 125,717.97
4 FLOOR FINISH -
4.1 Providing, mixing, laying and compacting 20 to 25mm thick
cement and screed (1:4) on floors in true line & level including
curing as drawing, specification & instruction. m2 111.47 602.08 67,112.65
4.2 Providing, mixing, laying neat cement punning on floors in true
line & level including curing as drawing, specification &
instruction. m2 343.39 242.30 83,203.96
5 PLASTER AND FINISHING WORK -
5.1 Providing and laying 12.5mm thick plaster on wall with 1:4
cement sand mortar in perfect line and level including
scaffolding, curing etc. all complete as per drawing,
specification & instruction. m2 343.39 342.13 117,484.14
6 Miscellaneous work -
6.1 CI manhole cover 600 mm* 600 mm medium quality Nos 12.00 4,070.00 48,840.00
Total 1,835,363.83
Civil Works
Remarks
S.No. Description Quantity Unit Rate
Supplying, fitting and fixing urine bucket wall hanging

1 with with cement mortar (1:4) finishing with neat
cement on wall with flushing system. 90 No. 4174
Supplying, fitting and fixing 72x37x76cm size toilet

seat(commord) with siphon s-trap with cement mortar
(1:4) finishing with neat cement on bottom. Cutting R.C
2 slab with reinforcement if any, for setting of commord.
Supplying fitting, fixing 15 litres capacity flushing
cisterns on a pair of brackets including painting two
coats and making 12 mm diameter wipe joints with 12
mm diameter lead pipe supplied, fitted, fixed at one end
with 12 mm diameter G.I. pipe and at other end with
cistern . 84 No. 20389
3 Supplying, fitting and fixing Ariel Pedestal Basin of

55X40X79 cm size with cement mortar (1:4) finishing
with neat cement on wall with flushing system. 101 No. 8348
4
Supplying,fitting ,fixing multi floor trap 4" w/o jali
75mm. 124 No. 470.25
5 Supplying, fitting, fixing 100mm diameter H.C.I. yard

gully 15cmx10cm with 95cm including construction of
brick chamber as per drawing complete and making
connection with 100mm diameter wastewater pipe 30 No. 1000
6 Supplying, fitting, fixing tee outlet bell-mouth for

ventilation and making the bell-mouth with cement
mortar(1:4) finished smooth with neat cement 32 No. 300
7 Supplying, fitting, fixing 100mm diameter bell-mouth,

PVC pipe trap with tee outlet 32 No. 300
8 uPVC Soil Pipe
Supplying, fitting, fixing 100mm diameter uPVC soil
pipe 339.896 RM 742
pipe 290.444 RM 1542
pipe
Supplying, fitting, fixing 250mm diameter uPVC soil 256.718 RM 2431
pipe 34.013 RM 3000
9 uPVC Wastewater Pipe
Supplying, fitting, fixing 75mm diameter uPVC
wastewater pipe 612.992 RM 351
10 Apron Drain
Providing, mixing, laying and finishing concrete surface
drain including providing MS grating 916.52 RM 500
11 Supplying, fitting, fixing 100mm diameter cowl in vent
pipe 32 No. 87
12 90° elbow
Supplying, fitting, fixing 100mm 90° elbow 35 No. 200
Supplying, fitting, fixing 75 mm 90° elbow 88 No. 108
13 Tee
Supplying, fitting, fixing 100mm tee 62 No. 279
Supplying, fitting, fixing 75 mm tee 274 No. 147
Supplying, fitting, fixing 100 mm 45° tee 32 No. 363

14 Manhole
Construction of wastewater manhole 90 cmx90 cmx1 to

1.4m average depth with brick masonry (1:6) 40 No. 15000
Construction of soil manhole 90 cmx90 cmx1 to 1.4m

average depth with brick masonry (1:6) 32 No. 15000
Labour-charge for making connections of 100m diameter

15
soil and 50mm diameter antisiphonage ppr with siphon
trap in W.C. and Bath rooms 84 No. 500
16 Charges for service connection 1 LS 1500000
Total
Contengencies 10%
Grand Total
Amount
Nrs.
375660
1712676
843148
58311
30000
9600
9600
0
252202.8
447864.6
624081.5
102039
215160.2
101023.3
629413.6
96364.84
458260
104362.6
2784
7000
9504
17298
40278
11616
600000
480000
42000
1500000
8780247
878024.7
9658272
Amount
S.No. Description Quantity Unit Rate
Nrs.
Supplying, fitting, fixing gum metal

1 5 No. 13833 69165
wheel (peets) valve of approved quality
2 Basin swan neck pillar cock 101 No. 1234 124634
3 12mm diameter Bib cock 84 No. 1361 114324
4 Angular stop cock 275 No. 1213 333575
5 Ball valve
Ball valve 25mm 50 No. 805 40250
Ball valve 50mm 20 No. 3888 77760

6 Ball valve-handle (approximate) 150 No. 350 52500
7 Stopcock
25 mm diameter PPR stopcock with all

100 No. 392 39200
specials
50mm diameter PPR stopcock with all

50 No. 845 42250
specials for fire fighting
75 mm diameter PPR stopcock with all

15 No. 1269 19035
specials
8 90° elbow
Supplying, fitting, fixing 12mm 90°

250 No. 9 2250
PPR elbow
Supplying, fitting, fixing 25 mm 90°

97 No. 19 1843
PPR elbow

20 No. 115 2300
PPR elbow

15 No. 380 5700
PPR elbow
9 Tee

220 No. 23 5060
PPR tee
15 No. 78 1170
PPR tee

70 No. 133 9310
PPR tee

10 No. 423 4230
PPR tee
Supplying, fitting, fixing 12 mm PPR

10 200 No. 92 18400
Coupler
11 PPR pipe
Supplying, fitting, fixing 12mm PPR

258.585 RM 76 19652.46
pipe making all connections

429.551 RM 118 50687.02

298.068 RM 298 88824.26

772.543 RM 462 356914.9

508.589 RM 1041 529441.1
Supplying, fitting, fixing Gun Metal

fire hydrant Landing Valve (Safeguard
12 30 No. 10000 300000
India or Eq.) for fire fighting making
all connections
Thermal resisting pipe 37mm for fire

13 900 RM 1000 900000
fighting @ 30m each connection
Supplying,Providing,fixing 2Hp Water

14 2 No. 29233 58466
Pump
15 Charges for service connection 1 LS 1500000 1500000
Total 4766942
Contengencies 10% 476694.2
Grand Total 5243636

Lalitpur Sanitary Rate 2075-076
SANITARY WORK
d'=c=s= -VAT )afx]s
l;=g+= lgdf{0f ;fdfu|Lx?sf] ljj/0f PsfO{ cf=j= ) cf=j= ) cf=j= )& s}lkmot
&#÷&$ &$÷&% %÷&^
1 Porcelain Clay Sanitaryware (Hindware,
Paryware, Somany, cera or eqv.
sDkgLsf ;fdfgx?)
White glazed porcelain pan

i)530mm size white glazed without siphon ;]6 2405 2405 2524
ii)500 mm size white glazed without siphon ,, 2090 2090 2194
iii)580 mm size orrisa Pan ,, 2339 2339 2456
iii)580 mm size white glazed Indian pan ,, 1000 1000 1049
iv) Siphon 'p' or 's' type ,, 562 562 590
v) Asian Pan 51x40 Rectangular ,, 2405 2405 2524
Porcelain Clay Cistern
i) white glazed porcelain clay 10 lit cistern ,,
complete set (internal part of cistern pvc
fittings ) 3391 3391 3559
ii) White glazed porcelain clay 10 lit. ,,
Cistern cover only. 635 635 667
iii) White glazed porcelain clay 12.5 lit. ,,
cistern complete set (Brass fittings siphon
with plunger plate) 3523 3523 3698
Commode
i) White glaze porcelain clay regular ;]6
commode with 'p' trap 1512 1512 1587
ii) White glazed porcelain clay EWC ,,
regular commode with 's ' \ p trap 1739 1739 1825
iii)(b) White glazed porcelain clay EWC
Constellation commode with 'P ' & 's ' trap
and seat cover set.(Hindware, Paryware,
Somany, cera or eqv.)
17262 17262 18119
iv) White glazed porcelain clay One Piece ,,
commode with 'P ' & 's ' trap and slow
falling seat cover complete set.(Hindware,
Paryware, Somany, cera or eqv.)
27510 27510 28875
iv) White glazed porcelain clay One Piece ,,
commode with 'P ' & 's ' trap and slow
falling seat cover complete set.(Bolan, Tita,
Akwa or eqv.)
19425 19425 20389
viii)(c) White glazed porcelain clay Ewc ,,
wall mounted commode without cistern all
complete set..(Bolan, Tita, Akwa or eqv.)
5003 5003 5252
Page 1 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
ix) White glazed porcelain clay Ewc floor ,,
mounted commode without cistern all
complete set.
8247 8247 8656
x) 600 to 900 mm Grab bar ,, 5775 5775 6062

Bidet set
i) Porcelain clay white glaze Bidet. ;]6
3517.5 3517.5 3584

Urinal set
i) Porcelain clay white glaze large flat back ;]6
urinal 61×41×38 cm size (Hindware,
Paryware, Somany, cera or eqv.)
3976 3976 4174
ii) Porcelain clay small Urinal
(46.5×35.5×26.5) cm size .(Hindware,
Paryware, Somany, cera or eqv.) 1791 1791 1880
iv)White glazed porcelain clay corner Urinal ,,
(35×35×44)cm size with complete set.
(Hindware, Paryware, Somany, cera or eqv.)
1542 1542 1619
vi) Wall mounted Urinal with sensor ,,
complete set.( Duravit, Grohe, American
standard and equivalent)
95550 95550 100291
Porcelain Clay Urinal Squatting Plate
i) white glaze squatting plate Small Size ;]6 1212
(45×35)cm 1155 1155
ii) Porcelain clay white glaze squatting ,, 1455
plate large size 1386 1386
iii) Porcelain clay super color squatting ,, 2821
plate large size. 2688 2688
iv) Urinal Spreader ,, 872 872 915
Wash basin
i) Porcelain clay white glaze wash basin ;]6 1095
(500×400) cm size regular. 1044 1044
iii) Porcelain clay white glaze wash basin ,, 1481
(50×40) cm 1411 1411
iv) Do but wash basin (45×32)cm ,, 1014 1014 1065
vi) white glazed porcelain clay Corner basin ;]6 1201

40x40 complete set 1145 1145
Page 2 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
8348
vii) white glazed porcelain clay U-counter
basin complete.(Duravit, Grohe, American
standard or equiv) ,, 7954 7954
13776
ix) white glazed porcelain clay 0-counter
wash basin, complete.(Duravit, Grohe,
American standard or equiv) ,, 13125 13125
,, 9785
x)(a) White glazed porcelain clay Semi

pedestal large counter wash basin750*500
mm with complete set.(Duravit, Grohe,
American standard or equivalent) 9975 9975
,, 6232
x)(b) White glazed porcelain clay Semi

pedestal large counter wash basin750*500
mm with complete set. 5938 5938
20549
d) White glaze porcelain clay Basin for

disable with grab bar all complete ,, 19577 19577
Pedestal:
i) Porcelain clay white glaze pedestal ,, 1313 1313 1378
iii)White glazed Porcelain clay half pedestal ,, 1591 1591 1670
complete set.
iv) First color glazed Porcelain clay half ,, 1880 1880 1973
pedestal complete set.
Urinal Partition
White glaze porcelain clay (68×30)cm ,, 1659 1659 1690
division plate
Lab sink
i) Porcelain clay white glaze large size ,, 2117 2117 2222
ii) Porcelain clay white glaze small size ,, 1575 1575 1653
iii) Porcelain clay janittor sink 58×71×43.5 ,, 26250 26250 27553
size
Kitchen sink
i) Porcelain clay large ;]6 3585 3585 3871
ii) Porcelain clay small ,, 3248 3248 3401
iii) drain board white 53x45 ,, 1242 1242 1304
iii) Soap dish ,, 630 630 661
iv) White glaze foot rest ,, 399 399 419
v) White glaze Toilet paper holder ,, 1103 1103 1157
Super kitchen sink
super kitchen sink large size uf]6f 7465
super kitchen sink small size uf]6f 6756
2 PVC Cistern Set
Page 3 of 317
l;=g+=
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i) single flush
ii) Deluxe single flush
iii) Dual flush 6/3 lit. cistern complete set.

iv) concealed cistern with plate complete
set.( Viega, Geberit, American standard or
equivalent)
v) 32 mm pvc bottel trap set.
vi) 1.5x45 cm pvc pipe connector set.
vi) Bakellite toilet seat cover set.
3 Stainless Steel Accessories etc.
Stainless steel Deep sink 45×45×30 size
Stainless steel Orissa pan LP 210 size
Stainless steel wash basin model 251 12"
round size with pedestal
Stainless steel wash basin 500 mm model
277 with complete set
Stainless steel commode S trap with self
closing complete set
Wall mixer (single lever) bath faucet with
hand shower( Grohe, Hansgrohe, American
standard or equivalent)
Bath tub (single lever )with hand
shower( Grohe, Hansgrohe, American
standard or equivalent)
External Shower Wall mixer (single control)
bath faucet with hand shower( Grohe,
Hansgrohe,
equivalent)
American standard
conceal mixer faucet( Jaquare, Somany,

Essel or equivalent)
Stainless steel
Hansgrohe,
equivalent)
Stainless steel
Angle valve( Grohe,
American standard
two way Angle
valve( Jaquare, Somany, Essel or
equivalent)
or
Stainless steel bowl 19"×16" diamond board

37" long
or
Wall mixer (single control) bath faucet with

hand shower(conceal system)( Grohe,
Hansgrohe,
equivalent)
American standard
Wall mixer (single control) shower faucet
or
(conceal system)( Jaquare, Somany, Essel or

equivalent)
Stainless steel bowl with diamond board 37"

long
Stainless steel bowl with ordinary board 37"
long
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2100
2826
16065
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263
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2163
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270
17844
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Stainless steel double bowl with double

drain board 36" * 18 "size
Stainless steel double bowl with single
drain board ordinary
Stainless steel p trap bottle trap for basin
Stainless steel Kitchen sink mixture( Jaquar,
Somany, Essel or equivalent)
Stainless steel Kitchen sink faucet( Jaquar,
Stainless steel Kitchen sink mixture( Jaquar,
Stainless steel 1500mm flexible hose
pipe( connection pipe)
Stainless steel Hose ringer 1200 mm
Stainless steel commode spray with hose
pipe (Grohe, hansgrohe, American standard
or equivalent)
Stainless steel basin mixer( single control)
(Grohe, hansgrohe, American standard or
equivalent)
Stainless steel single faucet for
basin( Jaquar, Somany, Essel or equivalent)
Stainless steel Sink 700*450*200
Stainless steel Sink table top1200*600*300
Steel Split clamp with washer all complete
equivalent)
75 mm dia
110 mm dia
160 mm dia
Stainless steel telephonic shower( Jaquare, uf]6f
Stainless steel shower with sliding
bar( Jaquare, Somany, Essel or equivalent)
Stainless steel shower with sliding
bar(Grohe, hansgrohe, American standard or
Stainless steel bottle trap ( Viega, Somany,
Jaquar or equivalent)
Stainless steel towel bar 450 mm
Stainless steel water tank fitting with all
complete set (304 grade steel )
Capacity 500 ltr
Capacity 1000 ltr
Capacity 1500 ltr
Capacity 2000 ltr
Capacity 3000 ltr
Capacity 4000 ltr
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5513
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Capacity 5000 ltr

Super kitchen sink
i) super kitchen sink large size
ii) super kitchen sink small size
4 Modern Sanitaryware:Grohe,
Hansgrohe, American Standard or eqv.
iv) Hand dryer Germany
v) Hand Dryer Chinese
vi) Indian Mark Brand Flush valve
xii)Auto sensor for basin - Grohe,
hansgrohe, American standard or equiv.
xv) European pattern liquid soap container
stainless steel
xvii)Looking Mirror Modi guard
450x600mm (18"x 24")
5 European Pattern C.P. Grab Bar for
disable
a) 30cm long bend type
b) 45 cm long bend type
c) 60 cm long bend type
6 C.P. Accessories( jaquar, somany, essel or
equivalent)
1) Toilet paper holder
2) Soap dish
3) Towel rod ½"×18" size
4) Towel rod ¾" ×24" size
5) Glass shelf
6) C.P. bottle trap
7) 32 mm×60cm long C.P flush pipe
8) 15 mm flush cock push type
9) 15 mm dia. C.P. shower arm
10) 15 mm dia. C.P. spreader
11) 15 mm dia. C.P. wall mixture
i) 3" dia. Shower rose , revolving type
ii) 4" dia. Shower rose , revolving type
iii) Shower rose ordinary
iv) Shower rod 12" long
C.P. 15 mm dia. Angle Valve
C.P. 15 mm dia Concealed Stop Cock
C.P 15mm Bib Cock
C.P. 15 mm dia swan neck Pillar Cock
C.P. 15 mm dia Stop Cock
C.P. 15 mm dia Sink Cock
C.P. 15 mm dia Sink Mixture

C.P. 32 mm dia Flush Valve
C.P. 32 mm dia Waste Coupling for basin
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6437
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Similar
Works
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
C.P. 32 mm dia Waste Coupling for ,, 638 638 638
Urinal
C.P. Basin Mixture ;]6 4300 4300 4300
15 mm dia Bath Tub Spout with Wall Hinge ,, 1604
1604 1604
C.P. Exclusive Shower Arm with Hinge ,, 1867 1867 1867
15 mm bath tub spout with bottom ,,
attachment of telephonic shower 3864 3864 3864
15 mm wall mixture lever type telephonic ,,
shower of flexible type heavy. 6347 6347 6347
C.P. flexible pipe Uf]f6f 168 168 168
C.P. Grating
i) 4" dia. ,, 46 46 46
ii) 5" dia. ,, 58 58 58
C.P. Toilet Paper Holder ,, 929
C.P. Soap Dish(Polyurethane) ,, 781 781 820
Towel rod ½"×18" size 510
C.P. Towel Rod 18" ,, 1463 1463 1578
C.P. Towel Rod 24" ,, 1523 1523 1663
C.P. Glass Shelf 22" ,, 2069 2069 2260
C.P. af6 lgld{t ;fdfu||Lx?( jaquar, ,,
somany, essel or equivalent)
C.P. Glass Shelf 22" ,, 2260
C.P. Angle Cock
15mm C.P. Angle Cock ,, 859 859 927
15 mm C.P. Angle Cock Long Thread ,,
914 914 986
C.P. Conceal Stop Cock
15 mm Reduced body ,, 1053 1053 1136
15 mm Extra Heavy Body ,, 1288 1288 1390
C.P. Bib Cock ,,
15mm C.P. Auto Closing Bib Cock ,,
With Aerator 2420 2420 2612
15mm C.P. Bib Cock ,, 882 882 952
15mm C.P. Bib Cock with nozzle ,, 977 977 1054
C.P. Pillar Cock ,,
15 mm C.P. Pillar Cock With Aerator ,, 1171 1171 1263
15mm Auto Closing Pillar Cock With ,,
Aerator 2342 2342 2527
15mm C.P. Sink Cock ,,
1483 1483 1600
C.P. Sink Mixer ,, 3675 3675 3966
15 mm C.P. Sink Mixer With Revolving ,,
Spout 3203 3203 3456
C.P. Bottle Trap 32mm ,, 1717 1717 1852
32 mm C.P. Conceal Flush Valve Dual ,,
Flow 3590 3590 3874
C.P. Waste Coupling ,,
Page 7 of 317
d'=c=s= -VAT )afx]s

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32 mm C.P. Waste Coupling H/T ,, 414 414 446
32 mm C.P. Waste Coupling F/T ,, 414 414 446
15 mm Urinal Auto-Closing Valve with ,,
Built-in Control Cock 2497 2497 2694
15 mm C.P. Wall Mixer
15 mm C.P. Wall Mixer With Lower Bend ,,
Pipe 4136 4136 4463
15 mm C.P. Wall Mixer With Upper Bead ,,
Pipe 4136 4136 4463
C.P. Basin Mixer ,,
15 mm C.P. Basin Mixer Central Hole ,,
With 450mm Long Braided Hoses 3435 3435 3706
15 mm C.P. Basin Mixer Single Lever ,,
With 450mm Long Braided Hoses 3606 3606 3891
15mm Bath Tub Spout with wall flange ,,
15mm Bath Tub Spout with wall Flange ,, 1171 1171 1263
15mm Bath Tub Spout with button ,,
attachment 1873 1873 2021
C.P. Casted Shower Arm with Flange ,,
15 mm Casted Shower Arm Light ,, 624 624 673
15 mm Casted Shower Arm Heavy ,, 1014 1014 1094
15 mm Telephonic Hand Shower
With 1.50 m. PVC Tube ,, 1660 1660 1791
With 1.5 Flexible Tube ,, 2576 2576 2779
7 Electric & Solar Geyser
i) 10 lit. cap. electric water heater uf]6f 10710 10710 10914
ii) 25 lit cap. " " " ,, 16511 16511 16826
iii) 35 lit cap " " " ,, 20528 20528 20919
iv) 50 lit cap " " " ,, 24544 24544 25011
iv) Gas water heater with cylinder ,, 8400 8400 8200
v)15.0 Ltr wate heater including copper pipe ;]6
connector with coupling and other necessary
fittings complete American. 11550 11550 11770
8 C.I. Manhole Cover including frame.
Square size (in outer dia)
Medium Duty
i) 10" × 10" (4 Kg.) ;]6 638 638 607
ii) 12" × 12" (5 Kg.) ,, 797 797 751
iii) 14" × 14" (7 Kg.) ,, 1116 1116 1122
v) 16" × 16" (10 Kg.) ,, 1594 1594 1503
vi) 18" × 18" (14 Kg.) ,, 2391 2391 2338
viii) 20" × 20" (16 Kg.) ,, 2550 2550 2636
ix) 22" × 22" (20 Kg.) ,, 3188 3188 3017
x) 24" × 24" (24 Kg.) ,, 4091 4091 4192
Page 8 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
xi) 27" × 27" (31 Kg.) ,, 4941 4941 5283
Heavy Duty
i) 14" × 14" (14 Kg.) ,, 2231 2231 2298
ii) 20" × 20" (16 Kg.) 3728
iii) 22" × 22" (22 Kg.) ,, 3507 3507 3611
iv) 27" × 27" (45 Kg.) ,, 7173 7173 7387
Rounded Manhole Cover (Outer
dia.)
Medium class
Round Manhole cover medium 450mm(22")
4037
Round Manhole cover Heavy 450mm(22") 7961
Round Manhole cover medium 500
mm(24") 6355
Round Manhole cover Heavy 500 mm(24")
9506
Rounded Manhole Cover with square
frame
i) 18" dia. Round Manhole cover with ;]6
square frame (60 Kg.) 8662.50 8662.50 8922.00
ii) 20" dia. Round Manhole cover with ,,
square frame (70 Kg.) 11550.00 11550.00 11896.00
iii) 20" dia. Round Manhole cover with ,,
square frame (100 Kg.) 14437.50 14437.50 14870.00
iv) 22" dia. Medium class. (125 Kg.) ,, 18480.00 18480.00 19034.00
v) 22" dia. Heavy class. (208Kg.) ,, 27604.50 27604.50 28432.00
vi) 24" dia. Medium class. (40 Kg.) ,, 5913.60 5913.60 6091.00
vii ) 24" dia. Heavy class (Load Test 8 Ton) ,,
(50 Kg.) 7392.00 7392.00 7613.00
viii) 24" Round Manhole cover with square ,,
frame (IS:1726 ) (70 Kg.) 10626.00 10626.00 10944.00
ix) 26" Round Manhole cover with square ,,
frame (IS:1726 ) (85 Kg.) 12936.00 12936.00 13324.00
x) 28" Round Manhole cover with square ,,
frame (IS:1726 ) (116 Kg.) 17094.00 17094.00 17606.00
xi) 28" Round Manhole cover with square ,,
frame (IS:1726 ) (116 Kg.) 17094.00 17094.00 17606.00
C.I. Tank Cover Locking Types
Round
18" (8 Kg.) ;]6 1593.90 1593.90 1641.00
20" (12 Kg.) ,, 2337.72 2337.72 2407.00
22" (14 Kg.) ,, 2656.50 2656.50 2736.00
24" (16 Kg.) ,, 3187.80 3187.80 3283.00
28" (24 Kg.) ,, 4781.70 4781.70 4925.00
Page 9 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
Square
18" x 18" (13 Kg.) ;]6 2656.50 2656.50 2736.00
24" x 24" (50 Kg.) ,, 9563.40 9563.40 9850.00
Rectangular
18" x 24" (27 Kg.) ;]6 5313.00 5313.00 5472.00
C.I. Gully Gratings & Jali
Round Jali Strip Mediun Duty
4" ;]6 96 96 98.00
5" ,, 128 128 131.00
6" ,, 170 170 175.00
10" ,, 584 584 601.00
Square Jali Strip Mediun Duty
4" x 4" ;]6 85 85 87.00
5" x 5" ,, 106 106 109.00
6" x 6" ,, 128 128 131.00
9" x 9" ,, 372 372 383.00
10" x 10" ,, 478 478 492.00
12" x 12" ,, 691 691 711.00
C.I. Gully Gratings
i) 15"×18" Medium (18 Kg.) ;]6 3507 3507 3611.00
ii) 15"×18" Heavy (25 Kg.) ;]6 4782 4782 4925.00
Grit Cover
kmnfd] PËnsf] k|]mddf kmnfd] klQsf] hfnL s]=hL=
agfO{ km]la|s]zg sfo{ u/L, Ps sf]6 Red
oxide paint nufO{ h8fg ug]{ sfd -laleGg 159 159 164.00
;fOhdf_
Aluminum Grating 4" dia. uf]6f 40 40 41.00
9 G.I. Water Tank (17 Gauge)
i) 100 gls uf]6f 8075/- 8075/- 8075
ii) 200 gls ,, 12685/- 12685/- 12685
iii) 300 gls ,, 15955/- 15955/- 15955
iv) 400 gls ,, 19155/- 19155/- 19155
v) 500 gls ,, 22365/- 22365/- 22365
G.I. Water Tank (16 BWG TATA Sheet)
i) 100 gls uf]6f 8517.70 8517.70 8517.70

ii) 200 gls ,, 12880.53 12880.53 12880.53
iii) 300 gls ,, 17101.77 17101.77 17101.77
iv) 400 gls ,, 20491.15 20491.15 20491.15
v) 500 gls ,, 23880.53 23880.53 23880.53
Page 10 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
Roof Top PVC Water Tank
i) 200 lit – 5000 lit cap. nL= 11 11 11
ii) 5000 lit – 10,000 lit cap ,, 12 12 12
iii) Horizontal PVC water tank ,, 12 12 12
10 Water Pumps/Hand Pumps
Indian Mark-III , Deep Well Hand Pump
6 No. hand pump uf]6f 1536 1536 1582
Water Pump :
i) ½ H.P. Water Pump (Multi stage pump) ;]6 10568 10568 10885
ii) ½ H.P. Water Pump mono block type ,, 6075 6075 6258
iii) 1.0 H.P. water pump Multistage ,, 13843 13843 14258
iv)1.0 H.P. water pump (mono block type) ,, 9189 9189 9465
v) 2.0 H.P. water pump ,, 21929 21929 22587
vi) 2.0 H.P.3 phase water pump ,, 23153 23153 23847
vii) 5.0 HP 3 phase water pump ,, 27822 27822 28656
Jet Water Pump
i) 1.10 H.P. ;]6 21000 21000 21630
ii) Double Stage jet 1.10 H.P. 25200 25200 25956
ii) 1.5 H.P. ,, 28350 28350 29201
Super Sunction
i) ½ H.P ;]6 8663 8663 8922
ii) 0.75 H.P. ,, 8085 8085 8328
iii) 1.0 H.P. ,, 13860 13860 14276
Water Pump (Grundfoss, pentair,
Pedrello or equiv)
i) 1.0 H.P. Single pump set with Boaster ;]6
(Pressure Pump) with 25 lit. Pressure Tank.
17672 17672 18202
ii) 2 H.P. single pump set " " ,, 28382 28382 29233
Fire pump
Submersible Pump (Italian)
i) 1.0 H.P. ,, 25329 25329 26089
ii) 2.0 H.P. ,,
46988 46988 48397
Electric Water Pump (Chinese)
i) ½ H.P ,, 1654 1654 1703

ii) ¾ H.P. ,, 2155 2155 2219
iii) 1.0 H.P. ,, 3175 3175 3270
Submersible Pump Sarvo/Bimal or
equivalent
i) ½ H.P open well type ,, 16170 16170 16655
ii) 1.1 H.P open well type ,, 23678 23678 24388
iii) 1.5 H.P open well type ,, 28875 28875 29741
Vertical Submersible Pump Sarvo/Bimal ,,
or equivalent
Page 11 of 317
d'=c=s= -VAT )afx]s

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i) 1.1 H.P ,, 26460 26460 27254
iii) 1.5 H.P ,,
31973 31973 32932
11 Fire fighting equipment and accessories
( safeguard india or equiv)
swinging nose nozzle with 20mm hydraulic ;]6 *REFREN

rubber branded nose length 30rm winding up to CE TAKEN
170o U-shape hose reel carrier with drum set FROM
INDIAN
WEBSITE
12 Fire extinguisher ABC stored Pressure

cfktsflng cfunfuL x'Fbf k|of]u ul/g] ;fdfu|
L ( safeguard india or equivalent)
i) 1 kg size ABC stored pressure type Fire uf]6f

extinguisher
12.1 Insulation for hot water pipe 'Acroflex'
15mm Insulation 6 mm wall thickness /=dL
13 ACRYLIC GLASS SHELF
i) Acrylic glass shelf best quality ;]6
14 Water Purification System
Euro Guard Water purification system (one o'lg6
litre per minute)
15 Filter Media for existing filtration system
Pebbles s]=hL=
16 ljleGg ;fOhsf] Bath tub .fiber ( Duravit,
grohe, American standard or equiv)
a) Bath tub – 3'6" Medium ;]6
Bath tub – 3'6" Heavy ,,
b) Bath tub – 4'0" Medium ,, 6510 6510
Bath tub _ 4'0" Heavy ,, 7560 7560
c) Bath Tub – 4'6" Medium ,,
7875 7875
Bath tub – 4'6" Heavy ,, 7900 7900
d) Bath tub – 5'0" Medium ,,
8610 8610
Bath tub _ 5'0" Heavy ,,
28500 28500
e) Bath Tub – 5'6" Medium ,,
7725 7725
9100 9100
f) Bath Tub – 6'0" Medium ,, 12500 12500
35750 35750
Page 12 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
17 Shower Tray 3'0"×3'0" uf]6f 485 485
Pipes and fittings
Page 13 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
11 PPR Pipe (Poly propylene random co-
polymer pipe Panchakanya , Nepatop or
Eqv.)
1) PP-R Pipe (PN-10)
20mm outer,1.9 mm thick, 0.107 kg/m /=ld 62 62 47
25mm " 2.3 mm thick 0.164kg/m ,, 94 94 72
32mm 2.9 mm thick 0.26kg/m ,, 151 151 115
40mm 3.7 mm thick 0.412kg/m ,, 238 238 183
50mm 4.6 mm thick 0.638kg/m ,, 369 369 284
63 mm 8.6 mm thick 0.638kg/m ,, 581 581 449
75 mm ,, 812 812 627
90 mm ,, 1169 1169 903
110 mm ,, 1733 1733 1339
20mm 2.80 mm thick 0.148kg/m ,, 85 85 64
25mm 3.50 mm thick 0.26kg/m ,, 132 132 100
32mm 3.7 mm thick 0.230kg/m ,, 213 213 159
40mm 5.50 mm thick 0.575kg/m ,, 332 332 255
50mm 6.90 mm thick 0.896kg/m ,, 516 516 399
63 mm 4.6 mm thick 0.638kg/m ,, 812 812 627
75 mm ,, 1157 1157 893
90 mm ,, 1653 1653 1276
110 mm ,, 2477 2477 1913
20mm 3.4 mm thick 0.172 kg/m ,, *Similar
98 98 76 Works
25mm 4.20 mm thick 0.266kg/m ,, 153 153 118
32mm 5.40 mm thick 0.434kg/m ,, 250 250 192
40mm 6.70 mm thick 0.671kg/m ,, Similar
388 388 298 works
50mm 8.30 mm thick 1.04kg/m ,, 599 599 462
63mm 8.6mm thick 1.04kg/m ,, 950 950 734
75 mm ,, 1348 1348 1041
90 mm ,, 1935 1935 1495
110 mm ,, 2885 2885 2229
PP-R Pipe Accessories :
Elbow ( 90 0 )
20mm uf]6f Similar
12 12 9 works
25mm ,, 24 24 19
32mm uf]6f 39 39 32
40mm ,, 81 81 69
50mm ,, 138 138 115
63 mm ,, 249 249 202
75 mm ,, 500 500 380
90 mm ,, 891 891 642
110 mm ,, 1600 1600 1196
Equal Tee
20mm ,, 16 16 13
Page 14 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
25mm ,, 29 29 23
32mm ,, 50 50 40
40mm ,, 96 96 78
50mm ,, 159 159 133
63mm ,, 294 294 243
75 mm ,, 596 596 423
90 mm ,, 1061 1061 774
110 mm ,, 1815 1815 1344
Coupler
20mm uf]6f 11 11 7
25mm ,, 14 14 9
32mm ,, 24 24 19
40mm ,, 45 45 37
50mm ,, 72 72 61
63 mm ,, 132 132 108
75 mm ,, 261 261 211
90 mm ,, 456 456 312
110 mm ,, 808 808 570
45 Degree Elbow
20 mm ,, 16 16 13
25 mm ,, 27 27 21
32 mm ,, 41 41 33
40 mm ,, 77 77 61
50 mm ,, 132 132 104
63 mm ,, 209 209 172
75 mm ,, 490 490 338
90 mm ,, 885 885 570
110 mm 1501 1501 997
Union (Plastic)
20mm uf]6f 59 59 50
25mm ,, 101 101 85
32mm ,, 162 162 138
40mm ,, 275 275 210
50mm ,, 653 653 330
63mm ,, 752 752 393
Reducing Coupler
25mm*20mm ,, 14 14 14
32mm*20mm ,, 19 19 17
32mm*25mm ,, 21 21 19
40mm*20mm ,, 31 31 29
40mm*25mm ,, 37 37 30
40mm*32mm ,, 44 44 40
50mm*20mm ,, 58 58 53
50mm*25mm ,, 64 64 52
50mm*32mm ,, 69 69 59
50mm*40mm ,, 76 76 62
63mm*32mm ,, 117 117 84
63mm*40mm ,, 122 122 106
63mm*50mm ,, 131 131 106
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75mm*40mm ,, 195 195 211
75mm*50mm ,, 239 239 215
75mm*63mm ,, 241 241 217
90mm*50mm ,, 483 483 401
90mm*63mm ,, 521 521 430
90mm*75mm ,, 614 614 507
110mm*75mm 818 818 710
110mm*90mm 949 949 790
Reducing Tee
25*20*25 mm ,, 26 26 25
32*20*32 mm ,, 42 42 38
32*25*32 mm ,, 45 45 40
40*20*40 mm ,, 66 66 53
40*25*40 mm ,, 69 69 61
40*32*40 mm ,, 76 76 65
50*20*50 mm ,, 88 88 92
50*25*50 mm ,, 93 93 98
50*32*50 mm ,, 151 151 122
50*40*50 mm ,, 161 161 126
63*32*63 mm ,, 199 199 190
63*40*63 mm ,, 193 193 194
63*50*63 mm ,, 214 214 200
75*50*75 mm ,, 439 439 461
75*63*75 mm ,, 458 458 488
90*63*90 mm ,, 926 926 802
90*75*90 mm ,, 993 993 887
110*75*110 mm ,, 1622 1622 1437
110*90*110 mm 1700 1700 1479
Reducing Elbow
25mm*20mm ,, 22 22 19
32mm*20mm ,, 32 32 34
32mm*25mm ,, 41 41 42
High Footed Pipe Clip
20mm uf]6f 14 14 10
25mm ,, 17 17 12
32mm ,, 22 22 19
40mm ,, 25 25 21
50mm ,, 34 34 23
63 mm ,, 39 39 31
Low Footed Pipe Clip
20mm ,, 7 7 5
25mm ,, 8 8 6
32mm ,, 14 14 12
40mm ,, 19 19 16
50mm ,, 30 30 26
63 mm ,, 38 38 33
"Y" type Pipe Clip
20mm ,, 25 25 16
25mm ,, 25 25 19
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32mm ,, 34 34 23
40 mm 48 48 48
End Plug (short)
20mm ,, 14 14 5
25mm ,, 22 22 8
32mm ,, 34 34 11
End Plug with Ring
20mm ,, 25 25 19
End Plug (long)
20mm ,, 10 10 7
End Cap
20mm ,, 14 14 10
25mm ,, 22 22 16
32mm ,, 34 34 25
40mm ,, 53 53 38
50mm ,, 88 88 67
63 mm ,, 164 164 129
75 mm ,, 246 246 207
Cross Tee
20mm ,, 25 25 22
25mm ,, 36 36 33
32mm ,, 64 64 57
Short Passover
20mm ,, 70 70 64
25mm ,, 99 99 92
32mm ,, 143 143 144
Long Bypass
20mm ,, 93 93 74
25mm ,, 135 135 122
32mm ,, 191 191 179
Male Tee
20mmx1/2" ,, 145 145 122
25mmx1/2" ,, 142 142 129
25mmx3/4" ,, 176 176 153
32mmx1/2" ,, 219 219 186
32mmx3/4" ,, 224 224 193
32mmx1" ,, 401 401 337
Female Tee
20mmx1/2" ,, 108 108 99
25mmx1/2" ,, 122 122 129
25mmx3/4" ,, 160 160 150
32mmx1/2" ,, 181 181 147
32mmx3/4" ,, 200 200 173
32mmx1" ,, 323 323 291
Male elbow
20mmx1/2" ,, 139 139 117
25mmx1/2" ,, 143 143 129
25mmx3/4" ,, 174 174 158
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32mmx1/2" 188 188 194
32mmx3/4" ,, 205 205 211
32mmx1" ,, 396 396 350
Female elbow
20mmx1/2" ,, 105 105 96
25mmx1/2" ,, 148 148 157
25mmx3/4" ,, 136 136 129
32mmx1/2" 200 200 172
32mmx3/4" ,, 229 229 202
32mmx1" ,, 281 281 284
Male Coupling
20mmx1/2" ,, 136 136 114
20mmx3/4" ,, 163 163 120
25mmx1/2" ,, 130 130 138
25mmx3/4" ,, 164 164 160
32mmx1/2" ,, 182 182 144
32mmx3/4" ,, 23 23 153
32mmx1" ,, 385 385 309
40mmx1-1/4" ,, 548 548 523
50mmx1-1/2" ,, 828 828 788
63mmx2" 1201 1201 1040
75mmx2-1/2" ,, 329 329 2586
Female Coupling
20mmx1/2" ,, 102 102
Similar
92 works
20mmx3/4" ,, 125 125 109
25mmx1/2" ,, 114 114 122
25mmx3/4" 128 128 123
32mmx1/2" ,, 123 123 105
32mmx3/4" ,, 131 131 112
32mmx1" ,, 300 300 265
40mmx1-1/4" ,, 482 482 459
50mmx1-1/2" ,, 626 626 594
63mmx2" 922 922 797
75mmx2-1/2" ,, 1822 1822 1913
Male Union
20mmx1/2" ,, 245 245 258
25mmx3/4" ,, 352 352 370
32mmx1" ,, 506 506 544
40mmx11/4" ,, 977 977 980
50mmx1/2" ,, 1342 1342 1310
63mmx2" ,, 3117 3117 3381
Female Union 0
20mmx1/2" ,, 238 238 248
25mmx3/4" ,, 346 346 322
32mmx1" ,, 487 487 521
40mmx11/4" ,, 746 746 718
50mmx1/2" ,, 1253 1253 1228
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63mmx2" ,, 2372 2372 2239
Stop Valve
a) 20 mm ,, 288 288 297
b) 25 mm ,, 381 381 392
c) 32 mm ,, 462 462 473
d) 40mm ,, 610 610 507
e)50 mm ,, 1013 1013 845
f) 63 mm ,, 1461 1461
Similar
1269 works
Male base elbow
20mm x 1/2" ,, 139 139 133
25mm x 1/2" uf]6f 164
25mm x 3/4" ,, 180 180 164
Female base elbow
20mm x 1/2" ,, 147 147 130
25mm x 1/2" ,, 175 175 161
25mm x 3/4" ,, 162 162 158
Metal Ball valve (double)
20mmx1/2" ,, 657 657 549
25mmx3/4" ,, 887 887 805
32mmx1" ,, 1284 1284 993
40mmx1-1/4" ,, 3257 3257 2830
50mmx1-1/2" ,, 4586 4586 3888
Metal Ball valve (Single)
20mmx1/2" ,, 648 648 507
25mmx3/4" ,, 872 872 811
32mmx1" ,, 1274 1274 1120
Conceal Valve (Lux)
20mm ,, 755 755 792
Conceal Valve (Nor)
20mm ,, 719 719 798
Ball Valve (Plastic)
20mm ,, 112 112 80
25mm ,, 151 151 109
32mm ,, 244 244 190
40mm ,, 478 478 405
50mm ,, 614 614 587
63 mm ,, 1091 1091 993
Ball Valve (Brass)
20mm ,, 311 311 291
25mm ,, 441 441 359
32mm ,, 738 738 488
40mm ,, 1762 1762 807
12 CPVC Pipes & Fittings for hot and cold
water distribution system CPVC means
Chlorinated Poly Vinyl Chloride as per ASTM are as per
ASTM F 442, CPVC SOLVENT are as per ASTM F-493
2846 (Flowguard : astral, ashivad, ajay, marvel or eqv.
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CPVC Pipe SDR 13.5 (22.5 Kg/cm2)
1/2" dia Rm 115 115 115
3/4" dia ,, 160 160 160

1" dia ,, 210 210 210
1-1/4" dia ,, 261 261 261

1-1/2" dia ,, 366 366 366
2" dia ,, 559 559 559
CPVC Pipe SDR 11 (28.1 Kg/cm2)

1/2" dia ,, 133 133 133
3/4" dia ,, 178 178 178

1" dia ,, 248 248 248
1-1/4" dia ,, 300 300 300
1-1/2" dia ,, 418 418 418

2" dia ,, 677 677 677
CPVC Pipe SDR 11.0 (Hilltake, Panchakanya,
Mangalam flow life or eqv. )
1/2" dia Rm 126 126 126
3/4" dia ,, 168 168 168
1" dia ,, 234 234 234

1-1/4" dia ,, 289 289 289
1-1/2" dia ,, 402 402 402
2" dia ,, 679 679 679

CPVC Ball Valve (CTS Sockets)
1/2" ,, 365 365 365
3/4" ,, 486 486 486

1" ,, 588 588 588
1-1/4" ,, 1371 1371 1371

1-1/2" ,, 1643 1643 1643
2" ,, 2117 2117 2117

CPVC Reducer Brass Coupling uf]6f
3/4" X 1/2" ,, 138 138 138
1" X 1/2" ,, 181 181 181

CPVC Tee uf]6f
1/2" ,, 36 36 36
3/4" ,, 77 77 77
1" ,, 117 117 117
1-1/4" ,, 220 220 220
1-1/2" ,, 320 320 320

2" ,, 687 687 687
CPVC Reducer Tee uf]6f
1/2" x 1/2" x 3/4" ,, 70 70 70
3/4" x 3/4" x1/2" ,, 107 107 107
3/4" x 1/2" x 3/4" ,, 134 134 134
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3/4" x 1/2" x 1/2" ,, 153 153 153
1" x 1" x 3/4" ,, 161 161 161
1-1/2" x 1-1/2" x 1" ,, 251 251 251

2" x 2" x 1" ,, 436 436 436
1-1/4" x 1-1/4" x 1/2" ,, 142 142 142
1-1/4" x 1-1/4" x 1" ,, 153 153 153

2" x 2" x 1/2" ,, 428 428 428
1" x 1" x 1/2" ,, 100 100 100
CPVC Brass FPT Tee uf]6f
1/2" x 1/2" x 1/2" ,, 120 120 120
3/4" x 3/4" x 1/2" ,, 125 125 125

1" x 1" x 1/2" ,, 139 139 139
1-1/4" x 1-1/4" x 1-1/4" ,, 501 501 501

1-1/4" x 1-1/4" x 1/2" ,, 272 272 272
CPVC Elbow 90º uf]6f
1/2" ,, 25 25 25
3/4" ,, 52 52 52
1" ,, 95 95 95
1-1/4" ,, 179 179 179

1-1/2" ,, 267 267 267
2" ,, 572 572 572

CPVC Reducer Elbow 90º
3/4" X 1/2" 53 53 53
CPVC Brass FPT Elbow 90º uf]6f
1/2" x 1/2" ,, 84 84 91
3/4" x 1/2" ,, 97 97 106
3/4" x 3/4" ,, 111 111 121

1" X 1/2" ,, 215 215 234
1" X 1" ,, 596 596 471
1-1/4" x 1-1/4" ,, 774 774 844

CPVC Elbow 45º uf]6f
1/2" ,, 30 30 30
3/4" ,, 54 54 54
1" ,, 77 77 77
1-1/4" ,, 136 136 136

1-1/2" ,, 197 197 197
2" ,, 427 427 427

CPVC Male Adapter (CPVC Threads) uf]6f
1/2" ,, 22 22 22
3/4" ,, 39 39 39
1" ,, 59 59 59
1-1/4" ,, 106 106 106
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1-1/2" ,, 149 149 149
2" ,, 290 290 290
CPVC Reducing Male Adapter (CPVC Threads) uf]6f
3/4" x 1/2" ,, 41 41 41
CPVC Male Adapters (Brass Threads)
1/2" ,, 206 206 206

3/4" ,, 267 267 267
1" ,, 421 421 421
1-1/4" ,, 926 926 926

1-1/2" ,, 1080 1080 1080
2" ,, 2224 2224 2224

CPVC Reducing Male Adapter (Brass Threads)
3/4" x 1/2" ,, 229 229 229
CPVC Female Adapter (CPVC Threads)
1/2" 31 31 31
3/4" 51 51 51
1" 77 77 77
CPVC Female Adapters Brass Threads uf]6f
1/2" ,, 198 198 198
3/4" ,, 269 269 269

1" ,, 349 349 349
1-1/4" ,, 917 917 917
1-1/2" ,, 1020 1020 1020

2" ,, 1994 1994 1994
CPVC Caps
1/2" ,, 13 13 13
3/4" ,, 25 25 25
1" ,, 37 37 37
1-1/4" ,, 72 72 72
1-1/2" ,, 106 106 106
2" ,, 225 225 225

CPVC Union
1/2" ,, 270 270 270
3/4" ,, 398 398 398

1" ,, 471 471 471
1-1/4" ,, 862 862 862
1-1/2" ,, 942 942 942

2" ,, 1352 1352 1352
CPVC Cross Tee
1/2" ,, 49 49 49
3/4" ,, 106 106 106

CPVC Step Over Bend
1/2" ,, 63 63 63
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3/4" ,, 104 104 104
CPVC Ball Valve (CTS Sockets)
1/2" ,, 661 661 661

3/4" ,, 805 805 805
1" ,, 921 921 921
1-1/4" ,, 1879 1879 1879

1-1/2" ,, 2391 2391 2391
2" ,, 3075 3075 3075

CPVC Flow Guard Adhesive Solution
50ML ,, 199 199 199
118ML ,, 329 329 329

237ML ,, 533 533 533
473ML ,, 838 838 838
946ML ,, 1471 1471 1471

Plastic Strap
1/2" ,, 5 5 5
3/4" ,, 5 5 5
1" ,, 8 8 8
1-1/4" ,, 11 11 11
1-1/2" ,, 15 15 15
2" ,, 18 18 18
Metal Strap
1/2" ,, 13 13 13
3/4" ,, 16 16 16
1" ,, 21 21 21
1-1/4" ,, 25 25 25
1-1/2" ,, 27 27 27
2" ,, 29 29 29
Tee Holder
1/2" X 1/2" X 1/2" ,, 5 5 5

3/4" X 3/4" X 1/2" ,, 8 8 8
Elbow Holder
1/2" X 1/2" ,, 5 5 5
1/2" X 3/4" ,, 7 7 7
Snap Fix Repair Coupling
1/2" ,, 229 229 229
3/4" ,, 248 248 248

End plug threaded 1/2" ,, 11 11 11
13 MS SEAMLESS PIPES
PIPES: ASTM-A-106 Gr.'B'/SA-106-1)
Gr.'B'/SA-53/API 5L Gr.'B'/IS:1239
(Part
MS PIPE SEAMLESS SIZE OD (MM) ,,
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21.3 mm OD 1/2" SCH.40, 2.77 mm thickness ,, 411 411 452
26.7mm OD 3/4" SCH.40, 2.87 mm thickness ,, 493 493 542
33.4 mm OD 1" SCH.40, 3.38mm thickness ,, 618 618 680
42.2mm OD 1.1/4" SCH.40, 3.56mm thickness ,, 763 763 839
48.3 mm OD 1.5" SCH.40, 3.68 mm thickness ,, 873 873 960
60.3mm OD 2" SCH.40, 3.91 mm thickness ,, 1121 1121 1233
73mm OD 3" SCH.40,5.16 .mm thickness ,, 1723 1723 1895
88.9mm OD 3.5" SCH.40, 5.49 mm thickness ,, 2255 2255 2481
14 GEBERIT
Geberit Products
Concealled Cisterns 9cm ,, 7431 7431 7431
Concealled Cisterns Kombo fix 8cm ,, 9103 9103 9103
Dual Flush Actuator Plate Shiny Chrome ,, 3646 3646 3646
Concealled Cisterns 12cm ,, 9140 9140 9140
Dual Flush Actuator Plate Shiny Chrome ,, 3646 3646 3646
Traps for Wash Basins ,, 1004 1004 1004
Sensor for Urinal 9V DC ,, 25764 25764 25764
Sensor for Urinal 230V AC ,, 25764 25764 25764
control box for urinal sensor ,, 7078 7078 7078
Sensor Faucet Cold / Mixed water 6V DC ,, 32159 32159 32159
Sensor Faucet Cold / Mixed water 230V AC ,, 32159 32159 32159
PVC Lead Free White Pipes SCHEDULE
15 40
"LEAD FREE" PVC PLUMBING SYSTEMS (100%

SAFE FOR DRINKING WATER) PVC PIPES are as per
ASTM D 1785, PVC FITTINGS are as per ASTM D 2466,
PVC BRASS SCH 80 FITTINGS are as per ASTM D
2467, PVC SOLVENT as per ASTM D 2564
PVC Lead Free White Pipes SCH 40 (…... Kg/cm2) m.
1/2" dia. (42.19 Kg/cm2) ,, 114 114 114
3/4"dia. (33.75 Kg/cm2) ,, 147 147 147

1" dia. (31.64 Kg/cm2) 226 226 226
1-1/4" dia. (26.01 Kg/cm2) ,, 279 279 279
1-1/2" dia. (23.20 Kg/cm2) ,, 342 342 342

2" dia. (19.69 Kg/cm2) 485 485 485
2-1/2" dia. (21.09 Kg/cm2) ,, 678 678 678
3" dia. (18.28 Kg/cm2) ,, 856 856 856

4" dia. (15.47 Kg/cm2) 1256 1256 1256
6" dia. (12.66 Kg/cm2) ,, 2616 2616 2616

PVC Tee - Soc uf]6f
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1/2" ,, 32 32 32
3/4" ,, 44 44 44
1" ,, 69 69 69
1-1/4" ,, 109 109 109
1-1/2" ,, 143 143 143
2" ,, 221 221 221

2-1/2" ,, 633 633 633
3" ,, 831 831 831
4" ,, 1503 1503 1503
6" ,, 8336 8336 8336

PVC Reducer Tee - Soc uf]6f
3/4 x 1/2 ,, 63 63 63
1 x 1/2 ,, 97 97 97
1 x 3/4 ,, 97 97 97
1-1/2 X 1/2 ,, 329 329 329
1-1/2 X 3/4 ,, 329 329 329
1-1/2 X 1 ,, 329 329 329
1-1/2 X 1-1/4 ,, 329 329 329

2 X 1/2 ,, 406 406 406
2 X 3/4 ,, 406 406 406
2X1 ,, 406 406 406
2 X 1-1/4 ,, 406 406 406
2 X 1-1/2 ,, 406 406 406
2-1/2 X 1/2 ,, 1043 1043 1043

2-1/2 X 3/4 ,, 1043 1043 1043
2-1/2 X 1 ,, 1043 1043 1043
2-1/2 X 1-1/4 ,, 1043 1043 1043
2-1/2 X 1-1/2 ,, 1043 1043 1043
2-1/2 X 2 ,, 1043 1043 1043

3 X 1/2 ,, 1523 1523 1523
3 X 3/4 ,, 1523 1523 1523
3X1 ,, 1523 1523 1523
3 X 1-1/4 ,, 1523 1523 1523
3 X 1-1/2 ,, 1523 1523 1523

3X2 ,, 1523 1523 1523
3 X 2-1/2 ,, 1523 1523 1523

6 X 1-1/4 ,, 8007 8007 8007
6 X 1-1/2 ,, 8007 8007 8007
6X2 ,, 8007 8007 8007

6 X 2-1/2 ,, 8007 8007 8007
6X3 ,, 8007 8007 8007

6X4 ,, 8007 8007 8007
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PVC Brass Tee - Soc x Fipt SCH 80 uf]6f
1/2" 161 161 161
3/4" 292 292 292
3/4" X 1/2" 237 237 237
1" X 1/2" 420 420 420
PVC 90º Elbow - Soc uf]6f
1/2" 26 26 26
3/4" 30 30 30
1" 53 53 53
1-1/4" 93 93 93
1-1/2" 109 109 109
2" 167 167 167
2-1/2" 496 496 496
3" 594 594 594
4" 1216 1216 1216
6" 5121 5121 5121
PVC Brass 90º Elbow Soc x Fipt SCH 80 uf]6f
1/2" ,, 173 173 173
3/4" ,, 242 242 242
3/4" X 1/2" ,, 250 250 250

PVC 45º Elbow - Soc uf]6f
1/2" ,, 55 55 55
3/4" ,, 86 86 86
1" ,, 102 102 102

1-1/4" ,, 143 143 143
1-1/2" ,, 180 180 180
2" ,, 234 234 234

2-1/2" ,, 669 669 669
3" ,, 1040 1040 1040

4" ,, 1866 1866 1866
6" ,, 5135 5135 5135

PVC Coupling - Soc uf]6f
1/2" ,, 17 17 17
3/4" ,, 26 26 26
1" ,, 41 41 41
1-1/4" ,, 56 56 56
1-1/2" ,, 76 76 76
2" ,, 117 117 117

2-1/2" ,, 247 247 247
3" ,, 386 386 386

4" ,, 604 604 604
6" ,, 2420 2420 2420

PVC Reducer Coupling - Soc uf]6f
3/4 X 1/2 ,, 42 42 42
1 X 3/4 ,, 73 73 73
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1-1/2 X 1-1/4 ,, 131 131 131
2 X 1-1/2 ,, 208 208 208
4x2 ,, 1392 1392 1392

4X3 ,, 1392 1392 1392
6X4 ,, 2895 2895 2895

PVC Reducer Bushing - (Flush Style) uf]6f
3/4 X 1/2 ,, 35 35 35
1 X 1/2 ,, 50 50 50
1 X 3/4 ,, 50 50 50
1-1/4 X 1/2 ,, 86 86 86
1-1/4 X 3/4 ,, 86 86 86
1-1/4 X 1 ,, 86 86 86
1-1/2 X 1/2 ,, 90 90 90
1-1/2 X 3/4 ,, 90 90 90
1-1/2 X 1 ,, 90 90 90
1-1/2 X 1-1/4 ,, 90 90 90
2 X 1/2 ,, 165 165 165
2 X 3/4 ,, 165 165 165

2X1 ,, 165 165 165
2 X 1-1/4 ,, 165 165 165
2 X 1-1/2 ,, 165 165 165
2-1/2 X 1-1/4 ,, 232 232 232
2-1/2 X 1-1/2 ,, 232 232 232
2-1/2 X 2 ,, 232 232 232

3 X1-1/2 ,, 344 344 344
3 X2 ,, 344 344 344
3 X2-1/2 ,, 344 344 344
4X2 ,, 676 676 676
4X3 ,, 676 676 676

6X2 ,, 2271 2271 2271
6X3 ,, 2271 2271 2271
6X4 ,, 2271 2271 2271
PVC Cap - Soc uf]6f
1/2" ,, 24 24 24
3/4" ,, 30 30 30
1" ,, 42 42 42
1-1/4" ,, 60 60 60
1-1/2" ,, 66 66 66
2" ,, 79 79 79
2-1/2" ,, 254 254 254

3" ,, 278 278 278
4" ,, 633 633 633
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6" ,, 2498 2498 2498
PVC Union - Soc With EPDM O-Ring Seal uf]6f
1/2" ,, 254 254 254
3/4" ,, 291 291 291
1" ,, 298 298 298
1-1/4" ,, 960 960 960

1-1/2" ,, 1001 1001 1001
2" ,, 1350 1350 1350
2-1/2" ,, 1889 1889 1889

3" ,, 3018 3018 3018
4" 4178 4178 4178
PVC Male Adaptor - Soc x MBSP uf]6f
1/2" ,, 46 46 46
3/4" ,, 54 54 54
1" ,, 71 71 71
1-1/4" ,, 87 87 87
1-1/2" ,, 121 121 121
2" ,, 156 156 156

2-1/2" ,, 545 545 545
3" ,, 648 648 648
4" ,, 1025 1025 1025

6" ,, 2359 2359 2359
PVC Brass Male Adapter - Soc x Mipt SCH 80 uf]6f
1/2" ,, 262 262 262
3/4" ,, 350 350 350
1" ,, 527 527 527

PVC Female Adaptor - Soc x FBSP uf]6f
1/2" ,, 59 59 59
3/4" ,, 61 61 61
1" ,, 64 64 64
1-1/4" ,, 167 167 167
1-1/2" ,, 245 245 245
2" ,, 238 238 238

PVC Brass Female Adapter - Soc x Fipt SCH 80 uf]6f
1/2" ,, 220 220 220
3/4" ,, 311 311 311

1" ,, 399 399 399
PVC Ball Valve - Soc uf]6f
1/2" ,, 881 881 881
3/4" ,, 1048 1048 1048
1" ,, 1466 1466 1466
1-1/4" ,, 1985 1985 1985

1-1/2" ,, 3027 3027 3027
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2" ,, 3828 3828 3828
2-1/2" ,, 6323 6323 6323
3" ,, 10018 10018 10018

4" ,, 16556 16556 16556
6" ,, 35961 35961 35961

PVC Adhesive Solution (Med. Bonded 705) uf]6f
118ML ,, 306 306 306
237ML ,, 439 439 439
473ML ,, 795 795 795

946ML ,, 1308 1308 1308
PVC Adhesive Solution (Heavy Bonded 717) uf]6f
118ML ,, 492 492 492
237ML ,, 649 649 649
473ML ,, 1138 1138 1138
946ML ,, 1969 1969 1969

16 Rainwater Collection System sintex or
Prince Brand Roof)
140 mm Dia.
ROOF WATER PIPES (HALF ROUND) Rm. 159 159 159
To collect the water from the roof and convey to
the down line pipes. Available in 3 mtrs. Length.
JOINT BRACKET Pc. 257 257 257

To connect two lengths of roof water
RUNNING OUTLET Pc. 352 352 352
To provide an outlet for water anywhere along
the length of roof water pipe line which is
connected to the down line pipe.
90° ELBOW (without outlet) Pc. 432 432 432
To change the direction of roof water pipe line
through 90°, normally at the corners.
90° ELBOW (with outlet) Pc. 432 432 432

through 90°, and also provide an outlet for water
which is connected with down line pipe.
SHORT STOP END Pc. 95 95 95

To close the end of roof water pipe line.
STOP END OUTLET Pc. 305 305 305

To close the end of the roof water pipe line and
also provide an outlet for water, which is
SUPPORT BRACKET Pc. 77 77 77

To support pipes and fittings wherever
necessary and strengthen the roof water pipe
line.
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TOP BRACKET Pc. 50 50 50
To locate the support bracket and rafter bracket
together and ensure proper connection between
them.
CLAMP Pc. 32 32 32
To ensure perfect fixing between pipe and
fittings.
RAFTER BRACKETS (TOP/SIDE) Pc. 77 77 77

To support the complete roof water pipe line
with rafters. Available for top and side supports.
RUBBER GASKET Pc. 30 30 30

To provide leak proof joints.
75 mm dia. 0
PIPE CLIP Pc. 63 63 63
To provide support and ensure proper fixing of
down line pipe on the wall.
RUBBER SEALS Pc. 38 38 38

To ensure, leak proof joint of single socket
elbow.
SINGLE SOCKET ELBOW Pc. 126 126 126

To join the roof water outlet with down line pipe.
180 mm dia. 0
ROOF WATER PIPES (HALF ROUND) Pc. 302 302 302





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line.

them.
CLAMP Pc. 51 51 51
fittings.


110 mm dia. 0

elbow.

250 mm dia.
ROOF WATER PIPES (HALF ROUND) Pc. 585 585 585




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line.

them.
CLAMP Pc. 122 122 122

fittings.

160 mm dia.

elbow.

ASTRAL "DWV" UPVC DRAIN, WASTE &

VENT SYSTEM and Ashirvad SWR
17 Systems
ASTRAL DWV FOAM CORE PIPING SYSTEM
(ABOVE GROUND) GREY
FOAMCORE Single Socket (R/R) (Grey Color)
3mtrs length SN-4 75mm per mtr. 247 247 247
3mtrs length SN-8 " 438 438 438
FOAMCORE Double Socket (R/R) (Grey Color)
3mtrs length SN-4 " 262 262 262
3mtrs length SN-8 " 470 470 470
3mtrs length SN-4 110mm " 447 447 447
3mtrs length SN-8 " 673 673 673
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3mtrs length SN-4 " 473 473 473
3mtrs length SN-8 " 696 696 696
3mtrs length SN-2 160 mm dia " 959 959 959
3mtrs length SN-4 " 1196 1196 1196
3mtrs length SN-2 " 1022 1022 1022
3mtrs length SN-4 " 1350 1350 1350
ASTRAL DWV AND ASHIRVAD SWR

FITTINGS (ABOVE GROUND) GREY
DWV Bend 45 Degree 75 mm size pcs 140 140 140
DWV Bend 87.5 Degree " 177 177 177
DWV Bend 87.5 Degree with Door " 81 81 81
DWV Socket Plug " 189 189 189
DWV Cleansing Pipe " 114 114 114
DWV Coupler " 202 202 202
DWV Single Tee " 222 222 222
DWV Single Tee with Door " 349 349 349
DWV Cross Tee " 491 491 491
DWV Cross Tee with Door " 361 361 361
DWV Double 'Y' " 481 481 481
DWV Double 'Y' with Door " 226 226 226
DWV Single 'Y' " 288 288 288
DWV Single 'Y' with Door " 12 12 12
DWV Pipe Clip " 25 25 25
DWV Vent Cowel " 230 230 230
DWV Bend 45 Degree 110mm size " 282 282 282
DWV Bend 87.5 Degree " 323 323 323
DWV Socket Plug " 370 370 370
DWV Cleansing Pipe " 206 206 206
DWV Coupler " 684 684 684
DWV Double 'Y' " 808 808 808
DWV Double 'Y' with Door " 566 566 566
DWV Cross Tee " 642 642 642
DWV Cross Tee with Door " 370 370 370
DWV Single Tee " 437 437 437
DWV Single 'Y' " 475 475 475
DWV Vent Cowel " 161 161 161
DWV Reducer 110*75 mm " 36 36 36
DWV Pipe Clip 110mm size " 436 436 436

DWV W.C. Connectore (Straight type) " 348 348 348
DWV W.C. Connectore (Bend type) " 174 174 174
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DWV Nahani Trap - 3" Height without Jali75 mm " 24 24 24

DWV Nahani Trap Jali " 539 539 539
DWV P-Trap with Leap Ring 10*110 mm " 773 773 773
DWV P-Trap with Leap Ring 25*110 mm " 232 232 232
DWV Multi Floor Trap 4" w/o Jali 75 mm " 470 470 470
DWV Reducer 60*110 mm " 449 449 449
DWV Coupler 160mm size " 1077 1077 1077

DWV Single Tee " 1157 1157 1157
DWV Single 'Y' " 2118 2118 2118
DWV Bend 87.5 Degree " 988 988 988
FOAMCORE PIPING SYSTEMS (UNDER
18 GROUND) GOLDEN BROWN COLOR
FOAMCORE Plain Both End (3mtrs length) SN-
8 110 mm per mtr. 584 584 584
FOAMCORE Single Socket (R/R) (3mtrs length)
SN-8 " 606 606 606
FOAMCORE Double Socket (R/R) (3mtrs
length) SN-8 " 630 630 630
FOAMCORE Single Socket Self Fit (3mtrs
length) SN-8 " 593 593 593
FOAMCORE Double Socket Self Fit (3mtrs
length) SN-8 " 604 604 604
4 160 mm " 1078 1078 1078
SN-4 " 1120 1120 1120
length) SN-4 " 1163 1163 1163
length) SN-4 " 1096 1096 1096
length) SN-4 " 1116 1116 1116
4 200 mm " 1688 1688 1688
length) SN-4 " 1718 1718 1718
length) SN-4 " 1746 1746 1746
4 " 2801 2801 2801
length) SN-4 " 2849 2849 2849
length) SN-4 " 2899 2899 2899
2 315 mm " 3709 3709 3709
length) SN-2 " 3773 3773 3773
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length) SN-2 " 3838 3838 3838
4 " 4583 4583 4583
length) SN-4 " 4663 4663 4663
length) SN-4 " 4743 4743 4743

8 " 583 583 583
SN-8 " 598 598 598
length) SN-8 " 613 613 613
length) SN-8 " 594 594 594
length) SN-8 " 605 605 605
4 " 1077 1077 1077
SN-4 " 1109 1109 1109
length) SN-4 " 1139 1139 1139
length) SN-4 " 1097 1097 1097
length) SN-4 " 1116 1116 1116
4 " 1688 1688 1688
length) SN-4 " 1718 1718 1718
length) SN-4 " 1747 1747 1747
4 " 2801 2801 2801
length) SN-4 " 2849 2849 2849
length) SN-4 " 2898 2898 2898
2 " 3709 3709 3709
length) SN-2 " 3773 3773 3773
length) SN-2 " 3838 3838 3838
4 " 4583 4583 4583
length) SN-4 " 4663 4663 4663
length) SN-4 " 4743 4743 4743
ASTRAL FOAMCORE PIPING SYSTEMS
(UNDER GROUND) GOLDEN BROWN
COLOR
DWV Coupler SN-8 110mm per pc 294 294 294
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DWV Coupler SN-4 160 mm " 708 708 708
DWV Coupler SN-4 200 mm " 1447 1447 1447
DWV Coupler SN-4 250 mm " 2697 2697 2697
DWV Coupler SN-2 315mm " 4338 4338 4338
DWV Coupler SN-4 315 mm " 4736 4736 4736
DWV Long Radius Bend - 90 Degree SN-8
110mm " 1001 1001 1001
160 mm " 2787 2787 2787
200mm " 5205 5205 5205
250 mm " 11668 11668 11668
315 mm " 27705 27705 27705
19 Multilayer Composite Pipe (Sanghai,
or eqv.)
Cold Water Pipe (White)
12-16 mm ½" Rm 101 101 101
14-18 mm ½" " 111 111 111
16-20 mm ½" " 119 119 119
20-25 mm ¾" " 180 180 180
26-32 mm 1" " 281 281 281
32-40 mm 1¼"
" 446 446 446
41-50 mm 1½" " 653 653 653
Hot Water Pipe (Orange)
12-16 mm ½" Rm 111 111 111
14-18 mm ½" " 123 123 123
16-20 mm ½" " 141 141 141
20-25 mm ¾" " 208 208 208
26-32 mm 1" " 302 302 302
32-40 mm 1¼" " 465 465 465
Gas Lines Pipe (Yellow)
12-16 mm ½" Rm 87 87 87
14-18 mm ½" " 87 87 87
MULTILAYER COMPOSITE Fittings
a. Equal Straight Union
½"ø (16mm ø) uf]6f 133 133 133
½"ø (18mm ø) " 140 140 140
½"ø (20mm ø) " 154 154 154
¾" ø (25 mm ø) " 225 225 225
1" ø (32 mm ø) " 351 351 351
1¼" ø (40 mm ø) " 1296 1296 1296
1½" ø (50 mm ø) " 1958 1958 1958
b. Unequal Straight Union
25 - 16 mm ø " 252 252 252
25 - 18 mm ø " 261 261 261
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25 - 20 mm ø " 275 275 275
32 - 16 mm ø " 338 338 338
32 - 18 mm ø " 356 356 356
32 - 20 mm ø " 383 383 383
32 - 25 mm ø " 410 410 410
40 - 32 mm ø " 1121 1121 1121
50 - 20 mm ø " 1634 1634 1634
50 - 32 mm ø " 1958 1958 1958
50 - 40 mm ø " 1845 1845 1845
c. Male Union
16mm x ½"M uf]6f 95 95 95
18mm x ½"M " 110 110 110
20mm x ½"M " 126 126 126
25mm x ½"M " 153 153 153
25mm x ¾"M " 194 194 194
25mm x 1"M " 248 248 248
32mm x ¾"M " 284 284 284
32mm x 1"M " 311 311 311
32mm x 1½"M " 315 315 315
40mm x 1"M " 995 995 995
40mm x 1½"M " 1030 1030 1030
50mm x 1"M " 1563 1563 1563
50mm x 1¼"M " 1590 1590 1590
50mm x 1½"M " 2160 2160 2160
50mm x 2"M " 1623 1623 1623
d. Female Straight Union
16mm x ½"F uf]6f 104 104 104
18mm x ½"F " 113 113 113
20mm x ½"F " 122 122 122
25mm x ½"F " 162 162 162
25mm x ¾"F " 194 194 194
25mm x 1"F " 198 198 198
32mm x ½"F " 203 203 203
32mm x ¾"F " 207 207 207
32mm x 1"F " 293 293 293
40mm x 1½"F " 1168 1168 1168
50mm x 1¼"F " 1575 1575 1575
50mm x 1½"F " 2160 2160 2160
50mm x 2"F " 1638 1638 1638
e. Equal Elbow
½"ø (16mm ø) uf]6f 126 126 126
½"ø (18mm ø) " 153 153 153
½"ø (20mm ø) " 207 207 207
¾" ø (25 mm ø) " 315 315 315
1" ø (32 mm ø) " 509 509 509
1¼" ø (40 mm ø) " 1656 1656 1656
1½" ø (50 mm ø) " 2565 2565 2565
f. Unequal Elbow
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40 - 32 mm ø " 1836 1836 1836
50 - 20 mm ø " 2115 2115 2115
50 - 40 mm ø " 2156 2156 2156
g. Female Elbow
16mm x ½"F uf]6f 167 167 167
18mm x ½"F " 185 185 185
20mm x ½"F " 203 203 203
25mm x ½"F " 225 225 225
25mm x ¾"F " 279 279 279
25mm x 1"F " 306 306 306
32mm x ¾"F " 329 329 329
32mm x 1"F " 410 410 410
50mm x 1¼"F " 2115 2115 2115
h. Male Elbow
25mm x ¾"M " 225 225 225
25mm x 1"M " 293 293 293
32mm x ¾"M " 221 221 221
32mm x 1"M " 374 374 374
40mm x 1"M " 1215 1215 1215
50mm x 1"M " 1732 1732 1732
i. Equal Tee
½"ø (16mm ø) uf]6f 225 225 225
½"ø (18mm ø) " 252 252 252
½"ø (20mm ø) " 315 315 315
¾" ø (25 mm ø) " 455 455 455
1" ø (32 mm ø) " 711 711 711
1¼" ø (40 mm ø) " 2658 2658 2658
1½" ø (50 mm ø) " 3884 3884 3884
j. Unequal Tee
20 mm x 16 mm x 20 mm " 203 203 203
20 mm x 18 mm x 20 mm " 225 225 225
25 mm x 16 mm x 25 mm " 338 338 338
25 mm x 18 mm x 25 mm " 383 383 383
25 mm x 20 mm x 25 mm " 396 396 396
32 mm x 16 mm x 32 mm " 653 653 653
32 mm x 18 mm x 32 mm " 675 675 675
32 mm x 20 mm x 32 mm " 702 702 702
32 mm x 25 mm x 32 mm " 720 720 720
40 mm x 32 mm x 32 mm " 1967 1967 1967
40 mm x 32 mm x 40 mm " 2278 2278 2278
50 mm x 20 mm x 50 mm " 3105 3105 3105
50 mm x 32 mm x 32 mm " 2047 2047 2047
50 mm x 32 mm x 50 mm " 3137 3137 3137
50 mm x 40 mm x 40 mm " 3147 3147 3147
50 mm x 40 mm x 50 mm " 3595 3595 3595
k. Female Tee
16mm x ½"F x 16mm uf]6f 225 225 225
18mm x ½"F x 18mm " 234 234 234
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20mm x ½"F x 20mm " 252 252 252
25mm x ½"F x 25mm " 237 237 237
25mm x ¾"F x 25mm " 261 261 261
25mm x 1"F x 25mm " 338 338 338
32mm x ½"F x 32mm " 365 365 365
32mm x ¾"F x 32mm " 374 374 374
32mm x 1"F x 32mm " 507 507 507
40mm x ¾"F x 32mm " 1496 1496 1496
50mm x ¾"F x 40mm " 2219 2219 2219
l. Equal Ball Valve Union
½"ø (16mm ø) uf]6f 262 262 262
½"ø (18mm ø) " 291 291 291
½"ø (20mm ø) " 383 383 383
¾" ø (25 mm ø) " 635 635 635
1" ø (32 mm ø) " 882 882 882
1¼" ø (40 mm ø) " 2882 2882 2882
1½" ø (50 mm ø) " 4159 4159 4159
m. Female Ball Valve Union
16mm x ½"F uf]6f 244 244 244
18mm x ½"F " 280 280 280
20mm x ½"F " 313 313 313
20mm x ¾"F " 351 351 351
25mm x ¾"F " 653 653 653
25mm x 1"F " 666 666 666
32mm x 1"F " 702 702 702
n. Plug
1¼" ø (40 mm ø) " 1440 1440 1440
1½" ø (50 mm ø) " 1980 1980 1980
p. Wall Plated Female Elbow
16mm x ½"F uf]6f 189 189 189
18mm x ½"F " 207 207 207
20mm x ½"F " 225 225 225
q. Nipple
N 1/2F*1/2F uf]6f 49 49 49
N 1/2M*1/2M " 49 49 49
N 3/4F*1/2F " 68 68 68
N 1F*1/2F " 77 77 77
N 1F*3/4F " 87 87 87
N 3/4M*1/2M " 68 68 68
N 1M*1/2M " 77 77 77
N 1M*3/4M " 87 87 87
N 1/2F*1/2M " 59 59 59
N 1/2F*3/4M " 68 68 68
N 1/2F*1M " 107 107 107
N 1/2M*3/4F " 68 68 68
N 1/2M*1F " 112 112 112
N 3/4F*3/4M " 87 87 87
N 3/4F*1M " 96 96 96
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N 3/4M*1F " 127 127 127
Supplying laying & jointing of Nepal Plastic (

Blue colour slotted )Pvc pipe for different
size of Ordinary Boring work by manually
a.1) 1.5" Pvc pipe ordinary Boring with /=ld
necessary materials etc. upto 150' 486 486 486
a.2) Failure chagre per well ;+Vof 1350 1350 1350
b.1) 2" Pvc pipe ordinary Boring with necessary /=ld

materials etc. upto 150' 693 693 693
b.2) Failure chagre per well ;+Vof 3600 3600 3600
c.1) 3" Pvc pipe ordinary Boring with necessary /=ld

materials etc. upto 150' 1323 1323 1323
c.2) Failure chagre per well ;+Vof 4680 4680 4680

d.1) 4" Pvc pipe ordinary Boring with necessary /=ld
materials etc. 1872 1872 1872
d.2) Failure chagre per well ;+Vof 5400 5400 5400
Submercible pump installation fixing

position with GI touching wire all complete
work ;+Vof 1575 1575 1575
20 R.C.C. Hume Pipe & Hume Pipe Collar
PIPES
a) NP-2
150 mm dia. R.m 518 518 543
200 mm dia. ,, 673 673 705
250 mm dia. ,, 843 843 883
300 mm dia. ,, 1142 1142 1198
350 mm dia. ,, 1262 1262 1323
375 mm dia. ,, 1382 1382 1449
400 mm dia. ,, 1589 1589 1666
450 mm dia. ,, 1682 1682 1764
500 mm dia. ,, 1887 1887 1979
600 mm dia. ,, 2490 2490 2610
700 mm dia. ,, 3249 3249 3406
750 mm dia. ,, 3513 3513 3684
800 mm dia. ,, 3921 3921 4112
900 mm dia. ,, 5298 5298 5556
1000 mm dia. ,, 6182 6182 6482
1200 mm dia. ,, 7540 7540 7906
1500 mm dia. ,, 15851 15851 16620
b) NP-3
150 mm dia. /=ld 1156 1156 1248
200 mm dia. ,, 1540 1540 1663
250 mm dia. ,, 1925 1925 2079
300 mm dia. ,, 2767 2767 2988
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350 mm dia. ,, 3104 3104 3352
375 mm dia. ,, 3318 3318 3583
400 mm dia. ,, 3536 3536 3819
450 mm dia. ,, 3969 3969 4287
500 mm dia. ,, 4425 4425 4779
600 mm dia. ,, 5468 5468 5905
700 mm dia. ,, 6602 6602 7130
750 mm dia. ,, 7583 7583 8190
800 mm dia. ,, 8276 8276 8938
900 mm dia. ,, 10734 10734 11593
1000 mm dia. ,, 11927 11927 12881
1200 mm dia. ,, 14196 14196 15332
1500 mm dia. ,, 22307 22307 24092
R.C.C. Hume Pipe Collar
a) NP-2
150 mm dia. uf]6f 129 129 139
200 mm dia. ,, 170 170 184
250 mm dia. ,, 211 211 228
300 mm dia. ,, 286 286 309
350 mm dia. ,, 315 315 340
375 mm dia. ,, 346 346 374
400 mm dia. ,, 398 398 430
450 mm dia. ,, 420 420 454
500 mm dia. ,, 472 472 510
600 mm dia. ,, 623 623 673
700 mm dia. ,, 812 812 877
750 mm dia. ,, 878 878 948
800 mm dia. ,, 980 980 1058
900 mm dia. ,, 1324 1324 1430
1000 mm dia. ,, 1545 1545 1669
1200 mm dia. ,, 1885 1885 2036
1500 mm dia. ,, 3962 3962 4279
b) NP-3
150 mm dia. ,, 289 289 312
200 mm dia. ,, 385 385 416
250 mm dia. ,, 481 481 519
300 mm dia. ,, 691 691 746
350 mm dia. 776 776 838
375 mm dia. 829 829 895
400 mm dia. ,, 883 883 954
450 mm dia. ,, 993 993 1072
500 mm dia. ,, 1107 1107 1196
600 mm dia. ,, 1368 1368 1477
700 mm dia. ,, 1650 1650 1782
750 mm dia. ,, 1895 1895 2047
800 mm dia. ,, 2068 2068 2233
900 mm dia. ,, 2683 2683 2898
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1000 mm dia. ,, 2982 2982 3221
1200 mm dia. ,, 3549 3549 3833
1500 mm dia. ,, 5577 5577 6023
R.C.C.Spigot Pipes (Socket System)
b) NP-3
150 mm dia. R.m 1306 1306 1410
200 mm dia. ,, 1772 1772 1914
250 mm dia. ,, 2213 2213 2390
300 mm dia. ,, 3181 3181 3435
400 mm dia. ,, 4067 4067 4392
450 mm dia. ,, 4566 4566 4931
500 mm dia. ,, 5089 5089 5496
600 mm dia. ,, 6288 6288 6791
700 mm dia. ,, 7593 7593 8200
800 mm dia. ,, 9517 9517 10278
900 mm dia. ,, 12346 12346 13334
1000 mm dia. ,, 13717 13717 14814
21 High Density Polythene Pipe NS-40
Pipes of different sizes, series & pressure
Pipes of different sizes, series & pressure kg 240
2.5Kg/cm2 Series II
63 mm (0.403 Avg.wt. Kg/m) Rm 101 101 97
75 mm (0.557 Avg.wt Kg/m) ,, 139 139 134
90 mm (0.799 Avg.wt Kg/m) ,, 200 200 192
110 mm (1.185 Avg.wt Kg/m) ,, 296 296 284
125 mm (1.530 Avg.wt Kg/m) ,, 382 382 367
140 mm (1.897 Avg.wt Kg/m) ,, 474 474 455
160 mm (2.453 Avg.wt Kg/m) ,, 613 613 589
180 mm (3.148 Avg.wt Kg/m) ,, 787 787 756
200 mm (3.875 Avg.wt Kg/m) ,, 969 969 930
225 mm (4.822 Avg.wt Kg/m) ,, 1205 1205 1157
250 mm (6.012 Avg.wt Kg/m) ,, 1503 1503 1443
280 mm (7.471 Avg.wt Kg/m) ,, 1868 1868 1793
315 mm (9.417 Avg.wt Kg/m) ,, 2354 2354 2260
355 mm ( 11.957 Avg.wt Kg/m) ,, 2989 2989 2870
400 mm (15.221 Avg.wt Kg/m) 3805 3805 3653
450 mm (19.163 Avg.wt Kg/m) 4791 4791 4599
4 Kg/cm2 Series III

40 mm (0.251 Avg.wt Kg/m) Rm 63 63 60
50 mm (0.378 Avg.wt Kg/m) ,, 94 94 91
63 mm (0.585 Avg.wt Kg/m) ,, 146 146 140
75 mm (0.846 Avg.wt Kg/m) ,, 211 211 203
90 mm (1.220 Avg.wt Kg/m) ,, 305 305 293
110 mm (1.703 Avg.wt Kg/m) ,, 426 426 409
125 mm (2.289 Avg.wt Kg/m) ,, 572 572 549
140 mm (2.901 Avg.wt Kg/m) ,, 725 725 696
160 mm (3.773 Avg.wt Kg/m) ,, 943 943 906
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180 mm (4.762 Avg.wt Kg/m) ,, 1190 1190 1143
200 mm (5.890 Avg.wt Kg/m) ,, 1472 1472 1414
225 mm (7.445 Avg.wt Kg/m) ,, 1861 1861 1787
250 mm (9.187 Avg.wt Kg/m) ,, 2297 2297 2205
280 mm (11.455 Avg.wt Kg/m) ,, 2864 2864 2749
315 mm (14.508 Avg.wt Kg/m) ,, 3627 3627 3482
355 mm ( 18.382 Avg.wt Kg/m) ,, 4595 4595 4412
400 mm ( 23.343 Avg.wt Kg/m) ,, 5836 5836 5602
450mm ( 29.351Avg.wt Kg/m) ,, 7338 7338 7044
6 Kg/cm2 Series IV
32 mm (0.226 Avg.wt Kg/m) Rm 56 56 54
40 mm (0.350 Avg.wt Kg/m) ,, 87 87 84
50 mm (0.542 Avg.wt Kg/m) ,, 135 135 130
63 mm (0.850 Avg.wt Kg/m) ,, 212 212 204
75 mm (1.191 Avg.wt Kg/m) ,, 298 298 286
90 mm (1.717 Avg.wt Kg/m) ,, 429 429 412
110 mm (2.545 Avg.wt Kg/m) ,, 636 636 611
125 mm (3.293 Avg.wt Kg/m) ,, 823 823 790
140 mm (4.150 Avg.wt Kg/m) ,, 1037 1037 996
160 mm (5.355 Avg.wt Kg/m) ,, 1339 1339 1285
180 mm (6.800 Avg.wt Kg/m) ,, 1700 1700 1632
200 mm (8.391 Avg.wt Kg/m) ,, 2098 2098 2014
225 mm (10.544 Avg.wt Kg/m) ,, 2636 2636 2531
250 mm (13.041 Avg.wt Kg/m) ,, 3260 3260 3130
280 mm (16.327 Avg.wt Kg/m) ,, 4082 4082 3918
315 mm (20.694 Avg.wt Kg/m) ,, 5173 5173 4967
355 mm ( 26.243 Avg.wt Kg/m) ,, 6561 6561 6298
400 mm ( 33.309 Avg.wt Kg/m) 8327 8327 7994
450 mm ( 42.065 Avg.wt Kg/m) 10516 10516 10096
10 Kg/cm2 Series VI
16 mm (0.092 Avg.wt Kg/m) Rm 23 23 22
20 mm (0.134 Avg.wt Kg/m) ,, 33 33 32
25 mm (0.202 Avg.wt Kg/m) ,, 50 50 48
32 mm (0.334 Avg.wt Kg/m) ,, 83 83 80
40 mm (0.514 Avg.wt Kg/m) ,, 128 128 123
50 mm (0.796 Avg.wt Kg/m) ,, 199 199 191
63 mm (1.269 Avg.wt Kg/m) ,, 317 317 305
75 mm (1.782 Avg.wt Kg/m) ,, 445 445 428
90 mm (2.568 Avg.wt Kg/m) ,, 642 642 616
110 mm (3.801 Avg.wt Kg/m) ,, 950 950 912
125 mm (4.962 Avg.wt Kg/m) ,, 1240 1240 1191
140 mm (6.209 Avg.wt Kg/m) ,, 1552 1552 1490
160 mm (8.079 Avg.wt Kg/m) ,, 2020 2020 1939
180 mm (10.256 Avg.wt Kg/m) ,, 2564 2564 2461
200 mm (12.620 Avg.wt Kg/m) ,, 3155 3155 3029
225 mm (16.014 Avg.wt Kg/m) ,, 4003 4003 3843
250 mm (19.757 Avg.wt Kg/m) ,, 4939 4939 4742
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280 mm (24.708 Avg.wt Kg/m) ,, 6177 6177 5930
315 mm (31.16 Avg.wt Kg/m) ,, 7790 7790 7478
355 mm ( 39.635 Avg.wt Kg/m) ,, 9909 9909 9512
400 mm ( 50.344 Avg.wt Kg/m) ,, 12586 12586 12083
450 mm ( 63.598 Avg.wt Kg/m) ,, 15899 15899 15264
22 UPVC (Pipe NS 206/046

A) pipe 2.5 kg /cm2 pressure
a) 90 mm /=dL 141 141 137
b) 110 mm " 209 209 204
c) 125 mm " 266 266 260
d) 140 mm " 328 328 321
e) 160 mm " 429 429 419
f) 180 mm " 549 549 537
g) 200 mm " 671 671 657
B) PVC Pipe 4 kg / cm2 0
a) 63mm /=dL 112 112 109
b) 75 mm " 154 154 150
c) 90 mm " 219 219 215
d) 110 mm " 301 301 295
e) 125 mm " 415 415 406
f) 140 mm " 527 527 516
g) 160 mm " 683 683 667
h) 180 mm " 877 877 858
i) 200 mm " 1064 1064 1041
C) PVC Pipe 6 Kg/ cm2 pressure
a) 40 mm /=dL 66 66 64
b) 50 mm " 99 99 97
c) 63 mm " 159 159 156
d) 75 mm " 222 222 217
e) 90 mm " 320 320 312
f) 110 mm " 462 462 452
g) 125 mm " 616 616 602
h) 140 mm " 766 766 750
i) 160 mm " 982 982 960
j) 180 mm /=dL 1252 1252 1225
k) 200 mm ,, 1534 1534 1500
C) PVC Pipe 10 Kg/ cm2 pressure
a) 20 mm /=dL 25 25 25
b) 25 mm ,, 40 40 40
c) 32mm ,, 65 65 65
a) 40 mm ,, 98 98 98
b) 50 mm ,, 155 155 155
c) 63 mm ,, 246 246 246
d) 75 mm ,, 351 351 351
e) 90 mm ,, 501 501 501
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f) 110 mm ,, 742 742 742
g) 125 mm ,, 950 950 950
h) 140 mm ,, 1199 1199 1199
i) 160 mm ,, 1542 1542 1542
j) 180 mm ,, 1966 1966 1966
k) 200 mm ,, 2431 2431 2431
23 UPVC fittings :
Coupler
50 mm uf]6f 31 31 31
75 mm " 75 75 75
110 mm " 128 128 128
Bend 87.5 degree
50 mm uf]6f 46 46 46
75 mm " 108 108 108
110 mm " 200 200 200
Bend 45 degree
50 mm uf]6f 45 45 45
75 mm " 88 88 88
110 mm " 158 158 158
Single Tee
50 mm uf]6f 68 68 68
75 mm " 147 147 147
110 mm " 279 279 279
Pipe clip
50 mm uf]6f 14 14 14
75 mm " 28 28 28
110 mm " 37 37 37
Bend 87.5 degree with door 0
75 mm uf]6f 139 139 139
110 mm " 242 242 242
Single Tee with door
75 mm uf]6f 198 198 198
110 mm " 364 364 369
Double Tee
75 mm uf]6f 322 322 322
110 mm " 510 510 510
Double Tee with door
75 mm uf]6f 427 427 427
110 mm " 662 662 662
Vent cowl
75 mm uf]6f 53 53 53
110 mm " 87 87 87
Socket plug
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75 mm uf]6f 66 66 66
110 mm " 108 108 108
Single "Y"
75 mm uf]6f 168 168 168
110 mm " 363 363 363
Single "Y" with door
75 mm uf]6f 230 230 230
110 mm " 438 438 438
Double "Y"
75 mm uf]6f 253 253 253
110 mm " 499 499 499
Double "Y" with door
75 mm uf]6f 325 325 325
110 mm " 523 523 523
Cleaning pipe
75 mm ,, 147 147 147
110 mm ,, 284 284 284
Reducer
110x 75 mm ,, 131 131 131
75X50 mm ,, 69 69 69
P -Trap
125mmx110mm ,, 539 539 539
110mmx110mm ,, 505 505 505
75mmx75mm ,, 193 193 193
Multi-Floor -Trap
110mmx75mm ,, 280 280 280
Nahani-Trap
110mmx75mm ,, 255 255 255
W.C. Connector (bent type) ,, 261 261 261
Square tile with jali ,, 84 84 84
Round jali ,, 38 38 38
End cap 50mm ,, 25 25 25
24.0 G.I Pipe threaded , 6 m. length With Cap
a) Light class
i. ½ " (15 mm) /=dL 102 117 137
ii. ¾" (20 mm) Æ 138 159 186
iii. 1" (25 mm) Æ 195 224 262
iv. 1 ¼" (32 mm) Æ 250 288 336
v. 1 ½ " (40 mm) Æ 310 357 417
vi. 2" (50 mm) Æ 475 546 639
vii. 2 ½ " (65 mm) Æ 540 621 727
viii. 3" (80 mm) Æ 635 730 854
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ix. 4" (100 mm) Æ 913 1050 1229
x. 5" (125 mm) Æ 1385 1593 1864
xi. 6" (150 mm) Æ 1703 1959 2292
xii. 8" (200 mm) Æ 2453 2821 3301
b) Medium class
i. ½ " (15 mm) /=dL 120 138 161
ii. ¾" (20 mm) Æ 152 174 204
iii. 1" (25 mm) Æ 230 265 309
iv. 1 ¼" (32 mm) Æ 300 345 404
v. 1 ½ " (40 mm) /=ld 345 397 464
vi. 2" (50 mm) Æ 473 544 637
vii. 2 ½ " (65 mm) Æ 605 696 814
viii. 3" (80 mm) Æ 752 864 1011
ix. 4" (100 mm) Æ 1458 1677 1962
x. 5" (125 mm) Æ 1517 1744 2041
xi. 6" (150 mm) Æ 1835 2110 2469
xii. 8" (200 mm) Æ 2805 3226 3774
c) Heavy duty
i. ½ " (15 mm) /=ld 143 165 193
ii. ¾" (20 mm) Æ 178 205 240
iii. 1" (25 mm) Æ 253 291 341
iv. 1 ¼" (32 mm) Æ 345 397 464
v. 1 ½ " (40 mm) Æ 398 458 536
vi. 2" (50 mm) Æ 585 673 787
vii. 2 ½ " (65 mm) Æ 730 840 982
viii. 3" (80 mm) Æ 862 991 1159
ix. 4" (100 mm) Æ 1325 1524 1783
x. 5" (125 mm) Æ 1708 1965 2299
xi. 6" (150 mm) Æ 1600 1840 2153
xii. 8" (200 mm) Æ 2980 3427 4010
25 G.I. Pipe fittings ISI or NS

Standard
a) G.M. Gate valve
i. ½ " uf]6f 802 802 938
ii. ¾" Æ 998 998 1168
iii. 1" Æ 1608 1608 1881
iv. 1 ¼" Æ 2294 2294 2683
v. 1 ½ " Æ 2889 2889 3380
vi. 2" Æ 4599 4599 5381
vii. 2 ½ " ,, 9509 9509 11125
viii. 3" ,, 11823 11823 13833
ix. 4" ,, 19365 19365 22657
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b) G.M Check valve
i. ½ " uf]6f 744 744 870
ii. ¾" ,, 1000 1000 1170
iii. 1" ,, 1479 1479 1731
iv. 1 ¼" ,, 2186 2186 2558
v. 1 ½ " ,, 2529 2529 2959
vi. 2" ,, 4194 4194 4908
vii. 2 ½ " ,, 8521 8521 9970
viii. 3" ,, 11381 11381 13316
ix. 4" ,, 16084 16084 18818
c) G.I. Ebow
i. ½ " uf]6f 43 43 50
ii. ¾" ,, 78 78 91
iii. 1" ,, 121 121 142
iv. 1 ¼" ,, 183 183 214
v. 1 ½ " ,, 257 257 301
vi. 2" ,, 387 387 453
vii. 2 ½ " ,, 671 671 786
viii. 3" ,, 1044 1044 1221
ix. 4" ,, 1799 1799 2104
x. 5" ,, 4452 4452 5209
xi. 6" ,, 5358 5358 6268
d) G.I. Tee
i. ½ " uf]6f 67 67 78
ii. ¾" ,, 106 106 124
iii. 1" ,, 154 154 181
iv. 1 ¼" ,, 247 247 289
v. 1 ½ " ,, 342 342 400
vi. 2" ,, 559 559 654
vii. 2 ½ " ,, 878 878 1027
viii. 3" ,, 1187 1187 1389
ix. 4" Æ 2156 2156 2523
x. 5" Æ 5967 5967 6981
xi. 6" Æ 6915 6915 8090
e) G.I Union
i. ½ " uf]6f 141 141 165
ii. ¾" ,, 198 198 232
iii. 1" ,, 291 291 341
iv. 1 ¼" ,, 400 400 468
v. 1 ½ " ,, 495 495 579
vi. 2" ,, 737 737 862
vii. 2 ½ " ,, 1507 1507 1764
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viii. 3" ,, 2030 2030 2376
ix. 4" ,, 2675 2675 3130
x. 5" Æ 5967 5967 6981
xi. 6" Æ 7219 7219 8446
f) G.I. Socket
i. ½ " uf]6f 39 39 45
ii. ¾" ,, 61 61 71
iii. 1" ,, 83 83 97
iv. 1 ¼" ,, 128 128 150
v. 1 ½ " ,, 173 173 202
vi. 2" ,, 255 255 298
vii. 2 ½ " ,, 462 462 540
viii. 3" ,, 681 681 797
ix. 4" ,, 1179 1179 1379
x. 5" Æ 2945 2945 3446
xi. 6" Æ 3960 3960 4633
g) C.I. Plug
i. ½ " uf]6f 25 25 29
ii. ¾" ,, 33 33 39
iii. 1" ,, 41 41 48
iv. 1 ¼" ,, 82 82 96
v. 1 ½ " ,, 103 103 121
vi. 2" ,, 124 124 145
vii. 2 ½ " ,, 178 178 208
viii. 3" ,, 364 364 425
ix. 4" ,, 698 698 817
h) Hex Nipple
i. ½ " uf]6f 47 47 55
ii. ¾" ,, 72 72 84
iii. 1" ,, 116 116 136
iv. 1 ¼" ,, 181 181 211
v. 1 ½ " ,, 229 229 268
vi. 2" ,, 341 341 399
vii. 2 ½ " ,, 625 625 731
viii. 3" ,, 807 807 945
ix. 4" ,, 1237 1237 1447
i) Reducing Tee 0
i. ¾" uf]6f 116 116 136
ii. 1" ,, 170 170 199
iii. 1 ¼" ,, 271 271 317
iv. 1 ½ " ,, 376 376 440
v. 2" ,, 614 614 719
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vi. 2 ½ " ,, 967 967 1131
vii. 3" ,, 1307 1307 1529
viii. 4" ,, 2388 2388 2794
x. 5" Æ 6570 6570 7686
xi. 6" Æ 7605 7605 8898
i) Reducing Elbow
i. ¾" uf]6f 86 86 100
ii. 1" ,, 133 133 156
iii. 1 ¼" ,, 203 203 237
iv. 1 ½ " ,, 285 285 334
v. 2" ,, 426 426 499
vi. 2 ½ " ,, 736 736 861
vii. 3" ,, 1134 1134 1327
viii. 4" ,, 2008 2008 2350
x. 5" Æ 4898 4898 5731
xi. 6" Æ 5894 5894 6896
j) Reducing socket
i. ¾" uf]6f 67 67 79
ii. 1" ,, 90 90 105
iii. 1 ¼" ,, 140 140 164
iv. 1 ½ " ,, 188 188 220
v. 2" ,, 281 281 329
vi. 2 ½ " ,, 502 502 588
vii. 3" ,, 717 717 839
viii. 4" ,, 1293 1293 1513
x. 5" Æ 3697 3697 4326
xi. 6" Æ 4347 4347 5086
K) Short bend
i. ½ " uf]6f 116 116 135
ii. ¾" ,, 178 178 208
iii. 1" ,, 273 273 319
iv. 1 ¼" ,, 525 525 614
v. 1 ½ " ,, 793 793 928
vi. 2" ,, 1161 1161 1359
vii. 2 ½ " ,, 2980 2980 3486
viii. 3" ,, 4620 4620 5406
ix. 4" ,, 6546 6546 7659
l) Cross Tee
i. ½ " uf]6f 109 109 128
ii. ¾" ,, 155 155 181
iii. 1" ,, 244 244 286
iv. 1 ¼" ,, 424 424 496
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v. 1 ½ " ,, 509 509 596
vi. 2" ,, 825 825 965
vii. 2 ½ " ,, 1392 1392 1629
viii. 3" ,, 2017 2017 2360
ix. 4" ,, 2723 2723 3186
M) Tank nipple
i. ½ " uf]6f 128 128 150
ii. ¾" ,, 178 178 209
iii. 1" ,, 266 266 311
iv. 1 ¼" ,, 400 400 468
v. 1 ½ " ,, 509 509 596
vi. 2" ,, 825 825 965
vii. 2 ½ " ,, 1588 1588 1858
viii. 3" ,, 2115 2115 2474
ix. 4" ,, 2806 2806 3283
G.I. Nipple Medium Class ISI or NS
2" Long
i. ½ " uf]6f 21 21 25
ii. ¾" ,, 31 31 37
iii. 1" ,, 42 42 50
iv. 1 ¼" ,, 57 57 67
v. 1 ½ " ,, 69 69 81
vi. 2" ,, 106 106 124
3" Long
i. ½ " uf]6f 31 31 37
ii. ¾" ,, 47 47 55
iii. 1" ,, 63 63 74
iv. 1 ¼" ,, 85 85 99
v. 1 ½ " ,, 105 105 123
vi. 2" ,, 157 157 184
vii. 2 ½ " ,, 216 216 252
viii. 3" ,, 315 315 368
4" Long
i. ½ " uf]6f 42 42 50
ii. ¾" ,, 62 62 73
iii. 1" ,, 84 84 98
iv. 1 ¼" ,, 113 113 133
v. 1 ½ " ,, 138 138 161
vi. 2" ,, 211 211 246
vii. 2 ½ " ,, 289 289 338
viii. 3" ,, 421 421 492
ix. 4" ,, 541 541 633
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6" Long
i. ½ " uf]6f 63 63 74
ii. ¾" ,, 94 94 110
iii. 1" ,, 126 126 147
iv. 1 ¼" ,, 171 171 200
v. 1 ½ " ,, 211 211 246
vi. 2" ,, 316 316 370
vii. 2 ½ " ,, 432 432 505
viii. 3" ,, 618 618 723
ix. 4" ,, 764 764 894
9" Long
i. ½ " uf]6f 94 94 110
ii. ¾" ,, 139 139 163
iii. 1" ,, 168 168 197
iv. 1 ¼" ,, 256 256 300
v. 1 ½ " ,, 344 344 402
vi. 2" ,, 474 474 555
vii. 2 ½ " ,, 640 640 749
viii. 3" ,, 947 947 1108
ix. 4" ,, 1130 1130 1322
12" Long
i. ½ " uf]6f 126 126 147
ii. ¾" ,, 184 184 216
iii. 1" ,, 209 209 245
iv. 1 ¼" ,, 342 342 400
v. 1 ½ " ,, 421 421 492
vi. 2" ,, 631 631 739
vii. 2 ½ " ,, 852 852 997
viii. 3" ,, 1262 1262 1476
ix. 4" ,, 1507 1507 1763
18" Long
i. ½ " uf]6f 189 189 221
ii. ¾" ,, 233 233 272
iii. 1" ,, 315 315 368
iv. 1 ¼" ,, 512 512 599
v. 1 ½ " ,, 629 629 736
vi. 2" ,, 947 947 1108
vii. 2 ½ " ,, 1280 1280 1498
viii. 3" ,, 1874 1874 2192
ix. 4" ,, 2286 2286 2674
G.I./G.I. Flange
i. 1 ¼" uf]6f 803 803 939
ii. 1 ½ " ,, 988 988 1156
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iii. 2" ,, 1211 1211 1417
iv. 2 ½ " ,, 1416 1416 1656
v. 3" ,, 1577 1577 1845
vi. 4" ,, 1957 1957 2290
vii. 5" 2798 2798 3273
viii. 6" 2907 2907 3401
ix. 8" 5790 5790 6775
G.I./HDP Flange
i. 1 ¼" uf]6f 865 865 1011
ii. 1 ½ " ,, 1102 1102 1289
iii. 2" ,, 1302 1302 1523
iv. 2 ½ " ,, 1520 1520 1778
v. 3" ,, 1625 1625 1901
vi. 4" ,, 2005 2005 2345
vii. 5" 2798 2798 3273
viii. 6" 2921 2921 3418
ix. 8" 6356 6356 7436
HDP/HDP Flange set with adaptor
i. 1 ¼" uf]6f 865 865 908
ii. 1 ½ " ,, 1102 1102 1157
iii. 2" ,, 1302 1302 1367
iv. 2 ½ " ,, 1520 1520 1596
v. 3" ,, 1625 1625 1706
vi. 4" ,, 2005 2005 2105
vii. 5" ,, 3178 3178 3337
viii. 6" ,, 2921 2921 3067
ix. 8" ,, 6356 6356 6673
Brass tap ½"
i. ½ " (Wt. 400 gm) uf]6f 755 755 793
ii. ½ " ordinary uf]6f 171 171 180
Globe Valve (GM)
i. ½ " uf]6f 770 770 808
ii. ¾" ,, 1254 1254 1317
iii. 1" ,, 1549 1549 1626
iv. 1 ¼" ,, 2461 2461 2584
v. 1 ½ " ,, 3097 3097 3252
vi. 2" ,, 3867 3867 4060
vii. 2 ½ " ,, 7595 7595 7975
viii. 3" ,, 12550 12550 13177
ix. 4" ,, 20292 20292 21307
Float Valve
i. ½ " uf]6f 945 945 993
ii. ¾" ,, 1069 1069 1122
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iii. 1" ,, 1297 1297 1362
iv. 1 ¼" ,, 2242 2242 2354
v. 1 ½ " ,, 3368 3368 3536
vi. 2" ,, 4484 4484 4708
C.I. Air valve (Heavy)
i. ½ " uf]6f 3130 3130 3287
ii. ¾" ,, 4318 4318 4534
iii. 1" ,, 4788 4788 5027
Brass Union with Adopter
i. ½ " uf]6f 204 204 214
ii. ¾" ,, 314 314 329
iii. 1" ,, 475 475 499
iv. 1 ¼" ,, 618 618 648
v. 1 ½ " ,, 1102 1102 1157
vi. 2" ,, 1634 1634 1716
Saddle Ferrule
i. 1 ½ " uf]6f 295 295 309
ii. 2" ,, 390 390 409
iii. 2 ½ " ,, 1088 1088 1142
iv. 3" ,, 1439 1439 1511
v. 4" ,, 2052 2052 2155
Flow Regulating Valve (G.M.)
i. ½" uf]6f 1102 1102 1157
C.I Sluice Valve
i. 1 ½ " uf]6f 5705 5705 5990
ii. 2" ,, 7610 7610 7990
iii. 2 ½ " ,, 9505 9505 9980
iv. 3" ,, 11409 11409 11979
v. 4" ,, 15208 15208 15968
v. 5" ,, 23114 23114 24269
v. 6" ,, 27740 27740 29127
v. 8" ,, 38836 38836 40778
Brass Ferrule Cock
i. ½ " uf]6f 1254 1254 1317
ii. ¾" ,, 1634 1634 1716
iii. 1" ,, 2399 2399 2519
Ball valve
a) 15mm uf]6f 428 428 449
b) 20 mm ,, 542 542 569
c) 25 mm ,, 727 727 763
d) 32 mm ,, 876 876 920
e) 40 mm ,, 1696 1696 1781
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f) 50 mm ,, 2784 2784 2923
26 Supplying of Rcc ring for construction of
well
Ring
i) 28" dia. R.C.C. ring 20 cm ht ,5 cm thick uf]6f 563 563 579
ii) 36" dia. R.C.C. ring 20 cm ht ,5 cm thick ,, 697 697 717
iii) 42" dia. R.C.C. ring 20 cm ht ,5 cm thick ,,
811 811 835
iv) 48" dia. R.C.C. ring 20 cm ht ,5 cm thick ,,
1074 1074 1106
Supplying & fixing of metal frame and Rcc
cover
i) 28" dia. 60m thick R.C.C. ring cover with uf]6f
metal frame 1700 1700 1751
i) 36" dia. 60m thick R.C.C. ring cover with ,,
metal frame 2250 2250 2317
metal frame 2470 2470 2544
metal frame 2950 2950 3038
27 O{gf/ vGgsf] nfuL R.C.C. l/Ë cfk'tL{ ul/
df6f] vGg] ,cfjZos kmLN6/ ;fdfu|L /fVg]
tyf h8fg ;d]tsf] ;j} sfo{x? -@) b]lv @
%kmL6 ;Dd sf] uxL/fOdf 9Ssg afx]s_
i) 28" dia. R.C.C. Ring /=dL 3715 3715 3901
ii) 36" dia. R.C.C. Ring ,, 4715 4715 4951
iii) 42" dia. R.C.C. Ring ,, 5489 5489 5763
iv) 48" dia. R.C.C. Ring ,, 6770 6770 7109
28 @% kmL6 b]lv dfyLsf] uxL/fO
ePdf
O{gf/ vGgsf] nfuLR.C.C. l/Ë
cfk'tL{ ul/ df6f] vGg] ,cfjZos kmLN6/
;fdfu|L /fVg] tyf h8fg ;d]tsf] ;j} sfo{x?
-@% kmL6 b]lv dfyLsf] uxL/fO
ePdf df` 9Ssg afx]s_
i) 28" dia. R.C.C. Ring /=dL 5223 5223 5484
ii) 36" dia. R.C.C. Ring ,, 8832 8832 9273
iii) 42" dia. R.C.C. Ring ,, 10690 10690 11224
iv) 48" dia. R.C.C. Ring ,, 12843 12843 13485
29 Accessories for Deep boring works
by machine .
Bentonite kg 9
Barite kg 11
Drill bit No 34500
Oxygen gas Cylinder 575
Acetylene gas Cylinder 575
Piston rod No 5750
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Gland Packing set 115
Swivel Packing set 115
V-Packing set 115
Valve seat No 575
Valve Packing No 115
Valve / steel ball No 575
Drilling of tube well by DTH Method
Drilling of holecin all formation (6 inch) dL= 5459
Drilling of holecin all formation (8 inch) dL= 6386
30 Sanitary Tools
Adjustable spanner
10" Pc 248 248 255
12" Pc 468 468 482
15" Pc 1348 1348 1388
18" Pc 1595 1595 1643
Blow Torch
1/2 pint Pc 1392 1392 1434
1 pint Pc 1716 1716 1767
Building Trowel Pc 77 77 79
Chain Pipe wrench
50mm Pc 1595 1595 1643
75mm Pc 1898 1898 1955
100mm Pc 2228 2228 2295
150mm Pc 3135 3135 3229
200mm Pc 5335 5335 5495
Chain Pulley in Ton
3 ton Pc 17050 17050 17562
5 ton Pc 28160 28160 29005
Stone Chisel 1"x12" Pc 358 358 369
Die teeth oil with cane (250 ml size) Pc 275 275 283
Smooth steel file half round
8" Pc 523 523 539
10" Pc 1001 1001 1031
Flat file 10" Pc 523 523 539
Hacksaw Blade
Single Pc 4 4 4
double Pc 9 9 9
Hacksaw Frame 6mm Pc 187 187 193
Handle die set
25 mm Pc 3108 3108 3201
50 mm Pc 3520 3520 3626
60 mm Pc 9350 9350 9631
Heating Plate
80 mm Pc 935 935 963
100 mm Pc 1073 1073 1105
125 mm Pc 1375 1375 1416
150 mm Pc 1639 1639 1688
200 mm Pc 2651 2651 2731
Page 56 of 317
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250 mm Pc 3212 3212 3308
300 mm Pc 3751 3751 3864
Iron Brush 12" Pc 72 72 74
Iron Pan (madium) Pc 253 253 261
Pick Axe 1.7 Kg. Pc 418 418 431
Pipe Cutter
15-50 mm Pc 1980 1980 2039
65-80 mm Pc 3080 3080 3172
100 mm Pc 4950 4950 5099
125 mm Pc 5500 5500 5665
150 mm Pc 9790 9790 10084
Pipe Jack Machine (Heavy) Pc 31350 31350 32291
Pipe Vice
2" Pc 2420 2420 2493
3" Pc 3520 3520 3626
4" Pc 5308 5308 5467
5" Pc 9845 9845 10140
Pipe Wrench
10" Pc 308 308 317
12" Pc 572 572 589
14" Pc 682 682 702
18" Pc 1084 1084 1117
24" Pc 1496 1496 1541
36" Pc 5280 5280 5438
48" Pc 9350 9350 9631
Plumb Bob Line Pc 88 88 91
Rachet Die Set
1/2"-1" Pc 4180 4180 4305
11/4" -2" Pc 7810 7810 8044
21/2"-3" Pc 17050 17050 17562
Round File 10" Pc 358 358 369
Screw Driver 12" Pc 198 198 204
Shovel 1.5 Kg Pc 358 358 369
Slide wrench
10" Pc 352 352 363
12" Pc 473 473 487
15" Pc 1381 1381 1422
Spade Pc 429 429 442
Spare Die Teeth
15 mm Pc 572 572 589
20 mm Pc 572 572 589
25 mm Pc 572 572 589
32 mm Pc 908 908 935
40 mm Pc 1551 1551 1598
50 mm Pc 1568 1568 1615
65 mm Pc 1815 1815 1869
80 mm Pc 2035 2035 2096
Telflon Cover
Page 57 of 317
d'=c=s= -VAT )afx]s

&#÷&$ &$÷&% %÷&^
5'x5' Pc 303 303 312
7'x7' Pc 413 413 425
Telflon Cloth m 3328 3328 3428
Telflon Tape 10 mm roll Roll 17 17 18
Thermochrome Crayon
Indian Pc 743 743 765
Tool Box (14"x8"x22") Pc 2041 2041 2102
Anaerobic treatment for waste water ( sintex/

equivalent)As per ASTM-D-2583 (. Should be
FRP based Septic tank along with fixed film aeration tank,
Should operate in zero load as well. Exterior/Interior
surface shall be reasonably smooth No fibers loosely
attached minimum Internal Vacuum test As per UL-
31 1316/CSI Each tank to withstand internal partial vacuum
without rupture as under Vacuum as per equation in Std.
UL-1316Clause18
Deformation test As per Product Specifications ≤37.5 mm
Interior surface shall be resin rich with no exposed fibers
& should be free of De lamination,Cracks etc.,)
800 lts for 4 persons nos 63750 63750 63750

1200 lts for 6 people nos 79050 79050 79050
1600 lts for 10 persons nos 95200 95200 95200
32 Irrigation Works excluding pipes including

installation ( Rainbird or equivalent)
Supply flexible,kink resistant pressure
compensating inline tubing and resistance to
UV damage and algae growth brown in colour
Rm 150.00 150.00 150.00
with discharge 0.9GPH XF
series pressure rating 0.58 to 4.1 bar wall
thickness 1.2mm
Supplyof Xeri bug emitter pressure
compensating with selfpiercing barbs,flow
rates Nos 30.00 30.00 30.00
1.89LPH to7.57LPH UV resistant colour coded
with working pressure 1.0to 3.5bar
SPRINKLERS & ACCESSORIES
Unispray No. 660.00 660 660
Providing of Pop up spray head having

and two piece stem ratchet ( 0 to
360 degrees)nozzle capable of covering 1.2*8.5
Bars with a STRIP NOZZLE discharge rate of
0.075lps.The Spray Head body, stem, nozzle No.
,ratchet and screen shall be constructed f
heavy-duty, ultraviolet resistant plastic and
stainless steel with mutifunctional wiper seal
with small exposed cover 15SST
1,200 1,200 1,200
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Providing of Shrub spray head having variable
adjustable arc ( 0 to
360 degrees)nozzle capable of covering 4.5-
5.4m at 2.0 Bars with a discharge rate of
0.23- 0.33lps.The Spray nozzle and screen No.
shall be constructed heavy-duty, ultraviolet
resistant plastic and stainless steel with
mutifunctional wiper seal with small exposed
cover PA series
1,200 1,200 1,200
gear rotors 5004 No. 3100.00 3,100 3,100
Providing of 1/2" Pop up Connecting Swing
joint Assembly. The tubing shall be made of
polyetylene having wall thickness of 2.3mm ,a
working pressure of 5.5 kg/cm2 at 43oC and a No. 390.00
surge pressure of 16.6 kg/cm2. The fittings shall
be made of UV
resistant thermo plastic.SA Series 390 390
Providing of 3/4" Pop up Connecting Swing

joint Assembly. The tubing shall be
made of polyetylene having wall thickness of
2.3mm ,a working pressure of 5.5 kg/cm2 at No. 480.00 480.00 480.00
43oC and a surge pressure of 16.6 kg/cm2. The
fittings shall be made of UV
resistant thermo plastic.SA
Providing and fixing of HDPE service saddle of 850.00 850.00 850.00
varying size
VALVES & ACCESSORIES
Providing and fixing PVC Ball Valve,security
pivot to maintain lever in space,double water
tight joint,direct injection stem non
No. 1800.00 1800.00 1800.00
mechanical ,with a base which permits
maximum penetration into the valve of size
63mm.
Providing & fixing of a double acting Air release

valve 3/4" made of high strength aluminium /
plastic with fibre glass reinforced . The Air
No. 2100.00 2100.00 2100.00
release valve shall be capable of both releasing
and admitting air from and into the line. The
working pressure shall be 5 bar.
12" Rectangular Valve Box with greenlid and

corrugated structure with unique shovel No. 7500.00 7500.00 7500.00
access slot and bolt hole knockout
6"Round box. No. 1250.00 1250.00 1250.00
Quick coupling valve made up of solid brass

with locking cover corrosion resistant No. 13500.00 13500.00 13500.00
and stainless steel spring 3RC
Key threads into top of QCV to provide water
No. 9750.00 9750.00 9750.00
access 33DK
33 Miscellaneous
Lead kg 1482.00 1482.00
Sun kg 685.00 685.00
MS+HDPE Flange
150 mm set 6637.00 6637.00
200 mm set 11947.00 11947.00
250 mm set 15486.00 15486.00
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Mechanical coupling with nut, bolt, washer set
150 mm set 6696.00 6696.00

200 mm set 9026.00 9026.00
250 mm set 16437.00 16437.00
300 mm set 33185.00 33185.00
350 mm set 59734.00 59734.00
400 mm set 75663.00 75663.00
500 mm set 78318.00 78318.00
UPVC coupling 50 mm set 3097.00 3097.00
Flange Tailpiece
80 mm Pc 3716.00 3716.00
100 mm Pc 4867.00 4867.00
150 mm Pc 7256.00 7256.00
200 mm Pc 9026.00 9026.00
250 mm Pc 16991.00 16991.00
Page 60 of 317
RATE ANALYSIS
DistrictLalitpur
F/Y : 2073/2074
CIVIL WORKS :
Contents
CATE
GORI
ES WORKS
A: Site clearance Works
B: Earth cutting and Filling Works
C: Brick Works
D: Stone Works
E: Cement Concrete Works
F: Form Works
G: Roofing Works
H: Wood Works
I: Flooring Works
J: Plastering Works
K: Painting Works
L: Pointing Works
M: Water Proofing Works
N: Maintenance works
O: Iron (Steel) Works
P: Miscellaneous Works
2073 Bhadra
A. Site clearance Works

1. Tree Lawn ,Branch seperation etc. with 15m Lead. (1nos)
Unit Resources
Actual rate 86.71
Rate 15% contractor's overhea 13.01
Per no Total 99.72
86.71
2. Excavation of roots of trees, with disposal within 15m Lead. (1nos)

Unit Resources
Actual rate 266.80
Per no Total 306.82
266.80
3. Surface dressing, Pit filling, mud cutting works etc, (1sqm/10.76 sft)
Unit Resources
Actual rate 6.67
6.67 0.62
4. Removal of grasses, small trees, levelling of undulated ground, landscaping all complete work, and disposal
existing earth materials away from construction site (thickness 15- 20 cm.)
(10sqm)
Unit Resources
Actual rate 153.41
15.34 1.43
B. Earth work in excavation and filling

5. Earth work in excavation in soft clay/silt including 10m hauling, disposing & 1.5m lifting (1cu.m./35.28 cft)
Unit Resources
Actual rate 480.91
480.91 13.63
6. Earth work in excavation in hard soil soft rocks including 10m hauling, disposing & 1.5m lif (1cu.m./35.28 cft)
Unit Resources
Actual rate 549.61
549.61 15.58
7. Earth back filling with compaction in 6" layer with sprinkling water , transporting from 10m( 1cu.m/35.28 cft )
Unit Resources
a) Coolies 0.500 Nos. 667.00 333.50 333.50
Actual rate 333.50
333.50 9.45
8. Earth filling with compaction in 6" layer without sprinkling water, transporting from 10m d ( 1cu.m/35.28 cft )
Unit Resources
a) Coolies 0.250 Nos. 667.00 166.75 166.75
Actual rate 166.75
166.75 4.73
9. Pumping out water from trench -Put Qty according to capacity of pumpset ( 5000L/0.5 cum)
Unit Resources
a) pump Hours 0.500 Hours 200.00 100.000 100.000
Actual rate 100.000
Per 5000L Per Lit. Total 115.000
100.00 0.02
10. Sand filling with compaction in 6" layer, watering etc. transporting from 10m distance ( 1cu.m/35.28 cft )
Unit Resources
Materials Sand 1.100 cu.m. 2787.12 3065.83 3065.83
Actual rate 3532.73
3532.73 100.13
C. Brick & stone works

11. Brick work in 1:3 cement mortar in Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.270 Cub.M. 2787.12 752.52 10933.72
Sundries 3% of (c) 4.00 4.00
13900.52 394.01
12. Brick work in 1:3 c/s mortar above Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.270 Cub.M. 2787.12 752.52 10933.72
Sundries 3% of (c) 14.01 14.01
14244.03 403.74
13. Brick work in 1:4 cem mortar in Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.270 Cub.M. 2787.12 752.52 10455.52
Sundries 3% of (c) 4.00 4.00
13422.32 380.45
14. Brick work in 1:4 cem mortar above Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.270 Cub.M. 2787.12 752.52 10455.52
Sundries 3% of (c) 14.01 14.01
13765.83 390.19
15. B/W in 1:5 cement mortar on Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.310 Cub.M. 2787.12 864.01 10407.61
Sundries 3% of (c) 4.00 4.00
13374.41 379.09
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.310 Cub.M. 2787.12 864.01 10407.61
Sundries 3% of (c) 14.01 14.01
13717.91 388.83
17. B/W in 1:6 cement mortar in Ground Floor using machine made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.20 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.300 Cub.M. 2787.12 836.14 10060.94
Sundries 3% of (c) 4.00 4.00
13027.74 369.27
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 530.000 Nos. 15.30 8109.00
Sand 0.300 Cub.M. 2787.12 836.14 10060.94
Sundries 3% of (c) 14.01 14.01
13371.24 379.00
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.270 Cub.M. 2787.12 752.52 10664.72
Sundries 3% of (c) 4.00 4.00
13631.52 386.38
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.270 Cub.M. 2787.12 752.52 10664.72
Sundries 3% of (c) 14.01 14.01
13975.03 396.12
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.280 Cub.M. 2787.12 780.39 10214.39
Sundries 3% of (c) 4.00 4.00
13181.20 373.62
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.280 Cub.M. 2787.12 780.39 10214.39
Sundries 3% of (c) 14.01 14.01
13524.70 383.35
23 . Half brick thick brick work in 1:4 cement mortar in all height using chimney made brick & including 30m trasportation
( 1 sqm/10.76 sft)
Unit Resources
b) Unskilled 0.510 Nos. 667.00 340.17
Bricks 73.000 Nos. 14.00 1022.00
Sand 0.040 Cub.M. 2787.12 111.48 1292.88
Sundries 3% of (c) 3.22 3.22
Actual rate 2061.46
2061.46 191.59
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.300 Cub.M. 2787.12 836.14 9791.94
Sundries 3% of (c) 4.00 4.00
12758.74 361.64
25. Brick work in 1:6 cement mortar in above ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.300 Cub.M. 2787.12 836.14 9791.94
Sundries 3% of (c) 14.01 14.01
13102.24 371.38
26. Brick work in 1:1:1 Lime Sand Surki in ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.140 Cub.M. 2787.12 390.20
Surki 0.140 Cub.M. 1541.03 215.74 10797.94
Sundries 3% of (c) 4.00 4.00
13764.74 390.16
27. B/W in 1:1:1 Lime Sand Surki above Gnd Floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Sand 0.140 Cub.M. 2787.12 390.20
Surki 0.140 Cub.M. 1541.03 215.74 10797.94
Sundries 3% of (c) 14.01 14.01
14108.25 399.89
28. Brick work in 1:2 Lime Surki in ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Surki 0.280 Cub.M. 1541.03 431.49 10623.49
Sundries 3% of (c) 4.00 4.00
13590.29 385.21
29. B/W in 1:2 Lime Surki above ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.200 Nos. 667.00 1467.40
Bricks 560.000 Nos. 14.00 7840.00
Materials Lime 0.140 MT 16800.00 2352.00
Surki 0.280 Cub.M. 1541.03 431.49 10623.49
Sundries 3% of (c) 14.01 14.01
13933.80 394.95
30. Brick work in mud mortar in ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 1.700 Nos. 667.00 1133.90
Bricks 560.000 Nos. 14.00 7840.00
Sundries 3% of (c) 4.00 4.00
10128.50 287.09
31. Brick work in mud mortar above ground floor using chimney made brick & including 30m trasportation
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 1.700 Nos. 667.00 1133.90
Bricks 560.000 Nos. 14.00 7840.00
Sundries 3% of (c) 14.01 14.01
10472.01 296.83
D. Stone Works
Unit Resources
b) Unskilled 5.000 Nos. 667.00 3335.00 4697.00
Cement 0.194 MT 15940.00 3092.36
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6591.43
11288.43 319.97
Unit Resources
b) Unskilled 5.000 Nos. 667.00 3335.00 4697.00
Cement 0.159 MT 15940.00 2534.46
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6089.27
10786.27 305.73
Unit Resources
b) Unskilled 5.000 Nos. 667.00 3335.00 4697.00
Cement 0.106 MT 15940.00 1689.64
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 5328.07
10025.07 284.16
35. Dry stone Rubble masonryworks & including 30m trasportation ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.000 Nos. 667.00 1334.00 2242.00
Bundstone 0.100 Cub.M. 2116.80 211.68 2328.48
Actual rate 4570.48
4570.48 129.55
36. Rubble stone masonry works in mud mortar & including 30m trasportation ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 2.250 Nos. 667.00 1500.75 2408.75
Materials Blockstone 1 Cub.M. 2116.80 2116.8
Bundstone 0.1 Cub.M. 2116.80 211.68
Mud 0.42 Cub.M. 260.00 109.2 2437.68
Actual rate 4846.43
4846.43 137.37
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 5.400 Nos. 667.00 3601.80 5417.80
Cement 0.194 MT 15940.00 3092.36
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6591.43
12009.23 340.40
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 5.400 Nos. 667.00 3601.80 5417.80
Cement 0.159 MT 15940.00 2534.46
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 6117.14
11534.94 326.95
( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 5.400 Nos. 667.00 3601.80 5417.80
Cement 0.106 MT 15940.00 1689.64
Blockstone 1.000 Cub.M. 2116.80 2116.80
Bundstone 0.100 Cub.M. 2116.80 211.68 5328.07
10745.87 304.59
40. Dressed stone masonry works in 1:6 cement mortar ( 10 cu.m./352.8 cft)
Unit Resources
b) Unskilled 30.000 Nos. 667.00 20010.00 33630.00
Cement 0.400 MT 15940.00 6376.00
Dressed stone 11.000 Cub.M. 2469.60 27165.60 45247.50
7887.75 223.58
41. Stone filling on trench and levelling transporting upto 30m ( 1 cu.m./35.28 cft)
Unit Resources
b) Unskilled 1.500 Nos. 667.00 1000.50 1000.50
Bundstone 0.200 Cub.M. 2116.80 423.36 2540.16
Actual rate 3540.66
3540.66 100.36
E. Cement Concrete Work

42. 1:4:8 P.C.C. work in foundation, walls and floor,etc. including material collection and transportation upto 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 3576.00
Sand 0.470 Cub M 2787.12 1309.95
Actual rate 9967.62
9967.62 282.53
43. 1:3:6 P.C.C. work in foundation, and floor, including material collection and transportation upto 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 3576.00
Sand 0.470 Cub M 2787.12 1309.95
10764.62 305.12
44. 1:2:4 P.C.C. work in foundation and floor including material collection & transportation upto 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 3576.00
Sand 0.445 Cu.m. 2787.12 1240.27
40 mm aggregate 0.520 Cu.m. 2646.00 1375.92
20 mm aggregate 0.220 Cu.m. 2716.56 597.64
10 mm aggregate 0.110 Cu.m. 2540.16 279.42 8594.05
12170.05 344.96
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 7.000 Nos. 667.00 4669.00 5395.40
Sand 0.445 Cub M 2787.12 1240.27
13989.45 396.53
46. 1:1.5:3 P.C.C. work in superstructure slab, beams, columns, lintels etc. with transportation up to 30m
( 1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 7.000 Nos. 667.00 4669.00 5395.40
Sand 0.425 Cub M 2787.12 1184.53
15241.01 432.00
(1 cu.m./ 35.28 cft )
Unit Resources
b) Coolies 7.000 Nos. 667.00 4669.00 5395.40
Sand 0.425 Cub M 2787.12 1184.53
18575.36 526.51
48. Curtail, bent up, binding of MS bars according to the drawing for RCC and its transportation up to 30m
( 1 MT =1000 kg )
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 18900.00
Materials Tor steel/MS bar 1.050 MT 75000.00 78750.00
Binding Wires 10.000 Kg 87.22 872.20 79622.20
Per mt Per kg Total 113300.53
98522.20 98.52
49. 6.35cm thick Reinforced Brick work in 1:3 cement mortar in superstructure slab, lintels etc. with transportation
upto 30m(for 10 sq.m./ 107.58sft )
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 3045.20
Sand 0.200 Cub M 2787.12 557.42
Local Bricks 377.000 Nos. 14.00 5278.00 7429.42
Per sqm. Per sft Total 12045.82
1047.46 97.37
F. Form Work
50. Form work for beams, slab in structure including, screening, fitting, oiling, dismantling, removing and transportation up to 3
( 10 sq.m./ 107.58 sft )
Unit Resources
b) Coolies 2.570 Nos. 667.00 1714.19 3275.95
Nails 2.500 Kg 109.00 272.50 3384.20
Actual rate 6660.15
666.01 61.91
* Asume that timber and ballies will become unserviceable after being used for 6 Times
\ Qty. of material = 0.526/8 = 0.07 Cu. m.
( 10 sq.m./ 107.58 sft )

51. Column post fitting and dismantling, removing with supplying wood and transporting upto 30m
Unit Resources
b) Coolies 5.622 Nos. 667.00 3749.87 7153.06
Materials Wood (Ordinary) 0.070 Cub M 44452.80 3111.70
Nails 2.500 Kg 109.00 272.50 3384.20
1053.73 97.95
52. Form work for structural beams installlation and dismantling, removing and transporting upto 30m & up to 0.3m Ht of beam
( 10 sq.m./ 107.58 sft )
Unit Resources
b) Coolies 6.000 Nos. 667.00 4002.00 7634.00
Nails 2.500 Kg 109.00 272.50 3384.20
1101.82 102.42
53. Form work for structural beams installlation and dismantling, removing and transporting upto 30m
(0.3m to 0.8m Ht of beams) ( 10 sq.m./ 107.58 sft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 5092.36
Nails 2.500 Kg 109.00 272.50 3384.20
Actual rate 8476.56
847.66 78.79
54. Form work for trench shuttering upto 1.5 to 3.0m depth and transporting upto 30m (100 sq.m./ 1075.8 sft )
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 1121.00
Walling Strut Wood
(Normal)* 0.254 Cub M 44452.80 11277.68 13685.40
148.06 13.76
55. Form work for open trench protection depth over 3.0m and transporting upto 30m ( 100 sq.m./ 1075.8 sft )
Unit Resources
b) Coolies 1.750 Nos. 667.00 1167.25 2075.25
Walling Strut Wood
(Local/Normal) 0.254 Cub M 44452.80 11277.68 13685.40
157.61 14.65
G. Roof Covering
56. CGI Sheet Roofing with supplying all materials (26 Gauge medium CGI) (10sq.m / 107.58 sq. ft)
Unit Resources
b) Unskilled 1.250 Nos. 667.00 833.75 1832.55
CGI Sheet (26 Gauge) 12.000 Sq M 369.44 4433.30
J-Hook 25.000 Nos. 19.00 475.00
Actual rate 7655.85
765.59 71.16
57.Fixing GI plain Sheet (0.28mm) Ridge cover with supplying all materials (10Rm / 3.28 ft)
Unit Resources
b) Unskilled 3.000 Nos. 667.00 2001.00 3817.00
GI Sheet (28Gauge) 12.000 R M 304.63 3655.56
Actual rate 7500.56
750.06 228.68
58. Coloured CGI Sheet (26 Gauge medium) Roofing with supplying all materials (10sq.m / 107.58 sq. ft)
Unit Resources
b) Unskilled 1.250 Nos. 667.00 833.75 1832.55
* CGI Sheet(0.35mm th total) 12.000 Sq M 455.56 5466.73
J-Hook 25.000 Nos. 19.00 475.00
Actual rate 8689.28
868.93 80.77
* 0.37mm base metal thickness(i.e.add 2mm for total thickness)
59.Fixing Coloured GI plain Sheet (0.35mm) Ridge cover with supplying all materials (10Rm / 3.28 ft)
Unit Resources
b) Unskilled 3.000 Nos. 667.00 2001.00 3817.00
GI Sheet(0.43mm) 12.000 R M 439.11 5269.32
Actual rate 9114.32
911.43 277.88
60.1:1:3 (Lime surki brk agg)10cm thick Lime concrete terracing work with supplying all(10sq.m
mater / 107.58 sq. ft)
Unit Resources
b) Unskilled 12.000 Nos. 667.00 8004.00 9366.00
Brick Agg. 1.250 Cub M 1155.77 1444.71
Surki 0.400 Cub M 1541.03 616.41 27261.12
3662.71 340.46
H. Wood Work
61. 20 cm thick wood Ceiling work, plankings with 40x20mm Biding Joint with supplying all (10sq.m / 107.58 sq. ft)
Unit Resources
b) Unskilled 1.500 Nos. 667.00 1000.50 2707.54
Wood Saal 0.260 Cub M 194040.00 50450.40
Materials Nails 0.400 Kg. 109.00 43.60
40mm screw 160.000 Nos. 1.00 160.00 50654.00
5336.15 496.02
62. Sal wood work for choukosh[0.9x2.1m size &0.1x0.075m section] ( 1cu.m./ 35.28 cft )
Unit Resources
b) Coolies 3.400 Nos. 667.00 2267.80 33139.80
Hold fast 92.000 Nos. 17.29 1590.29
Screw 184.000 Nos. 1.00 184.00 215218.29
248358.09 7039.63
63. 38 mm thick Salwood solid pannel shutter (size 1.07m x 1.982m = 2.114 sq.m.Rate analysis for 2.114 sq.m. / 22.7255 sft.
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 9747.00
100mm hinges 6.000 Nos. 27.00 162.00
150mm tower bolt 1.000 No 65.00 65.00
300mm tower bolt 1.000 No 103.00 103.00
300mm locking set 1.000 No 252.00 252.00
Screw nails 1.000 LS 20.00 20.00 16993.36
12649.18 1175.79
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
3 mm glass 1.085 sq.m. 537.50 583.19
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 10479.15
8632.94 802.47
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
4 mm glass 1.085 sq.m. 688.00 746.48
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 10642.44
8706.16 809.27
66. Openable glazed shutter with 38 x 75mm sal wood frame &5 mm thick glass
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
5 mm glass 1.085 sq.m. 924.50 1003.08
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 10899.04
8821.23 819.97
Unit Resources
b) Coolies 0.900 Nos. 667.00 600.30 8772.30
6 mm glass 1.085 sq.m. 1075.00 1166.38
75mm hinges 8.000 Nos. 15.00 120.00
100mm tower bolt 4.000 Nos. 39.00 156.00
Screw nails 1.000 LS 20.00 20.00 11062.34
8894.46 826.78
68. Flush shutter 38mm thick sal wood frame with 4mm thick commercial plywood on both side of shutter
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 6822.90
4mm com.plywood 4.650 sq.m. 247.25 1149.71
100mm hinges 3.000 Nos. 27.00 81.00
150mm tower bolt 2.000 Nos. 65.00 130.00
Mortish lock 1.000 Nos. 404.00 404.00
Screw nails 1.000 LS 20.00 20.00 8498.50
Rate Rate 15% contractor's overhea 2298.21
6824.68 634.38
69.3. Flush shutter 38mm thick sal wood frame with 3mm thick teak plywood on both side of shutter
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 6822.90
3mm teak ply 4.650 sq.m. 602.00 2799.30
100mm hinges 3.000 Nos. 27.00 81.00
150mm tower bolt 2.000 Nos. 65.00 130.00
Mortish lock 1.000 Nos. 404.00 404.00
Screw nails 1.000 LS 20.00 20.00 10148.08
7559.46 702.68
70. a.38mm thick sal wood shutter with 28 Gauge GI Plain Sheet on both side of shutter
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 6822.90
28 Gauge GI Sheet 4.650 sq.m. 74.98 348.68
100mm hinges 3.000 Nos. 27.00 81.00
150mm tower bolt 2.000 Nos. 65.00 130.00
Mortish lock 1.000 Nos. 404.00 404.00
Screw nails 1.000 LS 20.00 20.00 7697.46
6467.87 601.21
71. G.I. mosquito proof wire mess (24gauge) shutter works with 38mm thick sal wood frame
(for rate analysis 1.092 x 2.058 = 2.245sq m/24.13 sft.)
Unit Resources
b) Coolies 0.500 Nos. 667.00 333.50 4873.50
24 gau.GI wiremess 2.130 sq.m. 116.00 247.08
100mm hinges 3.000 Nos 27.00 81.00
150mm tower bolt 2.000 Nos 65.00 130.00
Handles (Good Quality) 2.000 Nos 46.00 92.00
Spring (simple) 1.000 No 173.00 173.00
Screw nails 1.000 LS 15.00 15.00 5783.12
4746.82 441.24
72 . Fixed glazed shutter with 3 mm thick glass (for 1 sq.m 10.76 sft.)
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 665.90
Actual rate 724.38
724.38 67.32
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 816.40
Actual rate 874.88
874.88 81.31
74. Fixed glazed shutter with 5 mm thick glass ( for 1 sq.m 10.76 sft.)
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 1052.90
Actual rate 1111.38
1111.38 103.29
Unit Resources
b) Coolies 0.006 Nos. 667.00 4.00 58.48
wooden listy 4.050 m 28.00 113.40
Screw nails 1.000 LS 15.00 15.00 1203.40
Actual rate 1261.88
1261.88 117.28
76 . Wooden partition with frames of 38x75 mm sections on 0.61x0.915m rooms fixed with commercial ply both side fixing w
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
4mm ply 75.000 sqm 247.25 18543.75
wooden listy 100.000 Rm 28.00 2800.00
1673.37 155.52
77 . Wooden partition with frames of 38x75 mm sections on 0.61x0.915m rooms fixed with 12mm thick hard
board both side fixing with listy
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
Materials Wood 0.340 Cum 44452.80 15113.95
Hard board 75.000 sqm 451.50 33862.50
wooden listy 100.000 Rm 28.00 2800.00
2091.42 194.37
78. Wooden partition with frames of 38x75 mm sections on 0.61x0.915m rooms fixed with 19mm thick
planks both side in lap joint
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 29241.00
wooden listy 100.000 Rm 28.00 2800.00
3114.31 289.43
79 . False ceiling with 50x75 mm sections sisau wood with 600x900mm openings fixed with 4mm thick Commercial plywood
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
4mm Ply 37.500 sqm 247.25 9271.88
wooden listy 100.000 Rm 28.00 2800.00
2137.66 198.67
80. False ceiling with 50x75 mm sections sal wood with 600x900mm openings fixed with 3mm thick Asbetos plain sheets
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
3mm asbetos sheet 37.500 sqm 329.26 12347.25
wooden listy 100.000 Rm 28.00 2800.00
2224.10 206.70
81. False ceiling with 50x75 mm sections sisau wood with 600x900mm openings fixed with 12mm thick Hard board
9.75mx3.65m=35.58sqm (382.84sft.)
Unit Resources
b) Coolies 2.300 Nos. 667.00 1534.10 22418.10
Hard board 12 mm 37.500 sqm 451.50 16931.25
wooden listy 100.000 Rm 28.00 2800.00
2352.94 218.67
82 . Wooden rafter/purlins/beams making and fixing of saal wood (1cum=35.28cft)

Unit Resources
b) Coolies 1.760 Nos. 667.00 1173.92 17200.12
221269.12 6271.80
83 . Wooden trussmaking and fixing of saal wood. (1cum=35.28cft)

Unit Resources
b) Coolies 26.000 Nos. 667.00 17342.00 33368.20
Materials Wood Saal 1.050 Cum 194040.00 203742.00
Steel plates 1.000 LS 200.00 200.00
Nut bolts 1.000 LS 200.00 200.00
237837.20 6741.42
84 . 25mm x150mm salwood eaves board making and fixing (10sqm=107.6sft)

Unit Resources
b) Coolies 0.143 Nos. 667.00 95.38 1393.82
5486.38 509.89
85. 16-20 mm dia ms rod fixing on windows (1MT)

Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 31500.00
Materials MS rod 1.050 MT 75000.00 78750.00 78750.00
Per MT Per kg. Total 126787.50
110250.00 110.25
I. Flooring works
86. 38mm(11/2") thick 1:2:4 Cement Concrete FLooring and finishing with neat cement coat
(for 10 sqm /107.58 sft)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 2469.00
Sand 0.180 Cub M 2787.12 501.68
Actual rate 6020.84
602.08 55.97
Note :Similar Works
87. 50mm(2") thick 1:2:4 Cement Concrete FLooring and finishing with neat cement coat
(for 10 sqm/ 107.58 sft)
Unit Resources
b) Coolies 2.500 Nos. 667.00 1667.50 2802.50
Sand 0.230 Cub M 2787.12 641.04
Actual rate 7402.96
740.30 68.81
88. 75mm(3") thick 1:2:4 Cement Concrete FLooring and finishing with neat cement coat(for 10 sqm /107.58 sft)
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 3136.00
Sand 0.340 Cub M 2787.12 947.62
1007.53 93.65
89. 25mm thick mosaic flooring with 20mm thick cement plaster 1:2:4 cement sand ratio & 5mm thick 1:1
white cement & marble chipping surface course including by rubbing & polish to finish
(10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 12942.00
Sand 0.088 cub m 2787.12 245.27
12.5mm aggregate 0.176 cub m 2716.56 478.11
White cement 0.061 Mt 26375.00 1608.88
Marble chips 0.061 Mt 13728.00 837.41
Axalic acid 0.365 kg 115.00 41.98
Wax polish 0.118 kg 200.00 23.60
Turpentine 0.538 lit. 229.00 123.20
1748.65 162.54
90. 25mm thick mosaic flooring with 6mm thick 1:1 white cement & marble chipping over 19mm c/s plaster
surface with rubbing & polish to finish
(10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 36.000 Nos. 667.00 24012.00 27190.00
Sand 0.165 cub m 2787.12 459.87
White cement 0.069 Mt 26375.00 1819.88
Axalic acid 0.340 kg 115.00 39.10
Wax polish 0.110 kg 200.00 22.00
turpentine 0.500 lit. 229.00 114.50
3236.93 300.89
91. 20mm thick mosaic flooring with 6mm thick 1:1 white cement & marble chipping over 12.5mm1:2 c/s
plaster surface with rubbing & polish to finish
(10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 36.000 Nos. 667.00 24012.00 27190.00
Sand 0.122 cub m 2787.12 340.03
White cement 0.089 Mt 26375.00 2347.38
Axalic acid 0.365 kg 115.00 41.98
Wax polish 0.118 kg 200.00 23.60
turpentine 0.538 lit. 229.00 123.20
3247.22 301.84
92. 20mm terrazo tile over 20mm1:4 c/s plaster surface with rubbing & polish to finish (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 12.600 Nos. 667.00 8404.20 10220.20
Sand 0.220 cub m 2787.12 613.17
20mm terrazotile 11.000 Sq M 516.00 5676.00
Axalic acid 0.365 kg 115.00 41.98
Wax polish 0.118 kg 200.00 23.60
turpentine 0.538 lit. 229.00 123.20
2714.38 252.31
93. 15mm thick marble (450x450mm) over 20mm1:2 surki with rubbing & polish to finish(10
alssqm/ 107.58 sft )
Unit Resources
b) Coolies 8.000 Nos. 667.00 5336.00 7152.00
25mm marble 11.000 Sq M 1644.75 18092.25
Surki 0.183 Cub M 1541.03 282.01
Axalic acid 0.370 kg 115.00 42.55
Wax polish 0.118 kg 200.00 23.60
turpentine 0.538 lit. 229.00 123.20
3639.89 338.34
94. Porcelain glazed tile over 20mm1:4 c/s mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 14805.50
Sand 0.152 cub m 2787.12 423.64
White cement 3.228 kg 26.38 85.14
Porcelain glaged tile 11.000 Sq M 709.50 7804.50 9205.92
2401.14 223.20
95. 50 mm Flagstone paving on 1:4 c/s mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 4817.50
Sand 0.171 cub m 2787.12 476.60
50 mm thick flagstone 11.000 Sq M 1182.50 13007.50 14488.32
1930.58 179.46
96. 50 mm down Flagstone paving on filled sand (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 3.000 Nos. 667.00 2001.00 2909.00
50 mm down Flagstone 11.000 Sq M 1026.63 11292.88 13271.73
1618.07 150.41
97. 37.5 mm Flagstone paving on 1:4 cement mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 4817.50
Cement 0.060 mt 15940.00 956.40
37.5mm Flagstone 11.000 Sq M 1021.25 11233.75 11693.62
1651.11 153.48
98. 25 mm Flagstone paving on 1:4 cement mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 4363.50
Cement 0.056 mt 15940.00 892.64
25mm Flagstone 11.000 Sq M 870.75 9578.25 10001.89
1436.54 133.53
99. 25 mm Telia brick paving in 1:2 surki masala & tipkar in 1:2 cement mortar (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.500 Nos. 667.00 3001.50 7087.50
Sand 0.110 cub m 2787.12 306.58
Lime 0.122 cub m 16800.00 2049.60
Surki 0.244 cub m 1541.03 376.01
Telia Bricks 25mm thick 440.000 Nos. 13.00 5720.00 8707.23
1579.47 146.82
100. Brick flat soling on 1:6 cement mortar and pointing in 1:2 cement mortar on joints (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 3.250 Nos. 667.00 2167.75 4210.75
Cement 0.078 mt 15940.00 1243.32
Local Bricks 430.000 Nos. 14.00 6020.00 7901.57
1211.23 112.59
101. Brick edge soling on 1:6 cement mortar and pointing in 1:2 cement mortar on joints wor (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 1.800 Nos. 667.00 1200.60 2199.40
Cement 0.121 mt 15940.00 1928.74
Local Bricks 750.000 Nos. 14.00 10500.00 13629.99
1582.94 147.14
102. Parketting with polishing after rubbing with sand paper works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 0.750 Nos. 667.00 500.25 2089.25
Parkette 10.500 Sq M 1870.50 19640.25
Materials Sand paper 1.000 LS 30.00 30.00
Wax polish 1.000 LS 50.00 50.00 19720.25
Machine to rmachine to sand paper 2.000 Hrs 150.00 300.00 300.00
2210.95 205.52
103. Dry flat brick soling works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 1121.00
Local Bricks 420.000 Sq M 14.00 5880.00
Actual rate 8979.86
897.99 83.47
104. Dry edge brick soling works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 3.250 Nos. 667.00 2167.75 3075.75
Bricks 750.000 Sq M 14.00 10500.00
1555.46 144.59
105. Dry stone soling works (1Cum/35.28 Cft )

Unit Resources
b) Coolies 3.500 Nos. 667.00 2334.50 3242.50
Stone 1.100 Sq M 2116.80 2328.48
Actual rate 7549.84
Per Cum Per cft. Total 8682.31
7549.84 214.00
106. 125mm Edge Brick soling and pointing works in 1:3cement mortar on joints after sand fil(10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 4484.00
Sand 0.710 Cum 2787.12 1978.86
Bricks 750.000 Nos. 14.00 10500.00 12797.66
1728.17 160.64
107. Pointing in 1:1cement mortar on joints works on paved stone 46cm X46cm (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 0.500 Nos. 667.00 333.50 787.50
Materials Cement 4.200 Kg 15.94 66.95
Sand 0.003 Cum 2787.12 8.36 75.31
Actual rate 862.81
86.28 8.02
108. Filling with sand works (10 cum/ 352.8cft )

Unit Resources
b) Coolies 6.500 Nos. 667.00 4335.50 4335.50
3499.38 325.28
109. 15-150 mm brick bat Filling works (10 cum/ 352.8cft )

Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 6670.00
Materials Batten Bricks 11.000 Cum 359.95 3959.45 3959.45
1062.95 30.13
110. 3mm thick thin layer cement Punning (chipping )works (10 sqm/ 107.58 sft )
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 1575.00
Materials Cement 53.200 Kg 15.94 848.01 848.01
Actual rate 2423.01
242.30 22.52
J. Plasters & Pointing Work :

111. 12.5mm 1:3 cement sand plaster on ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 26960.00
Sand 1.280 Cub M 2787.12 3567.51 13530.01
404.90 37.64
112. 12.5mm 1:4cement sand plaster works on ceiling (for 100 sq.m/1075.8 sft.)
Level/Type Quantity Unit Rate per Amount Total from each
Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 26960.00
Sand 1.460 Cub M 2787.12 4069.20 12644.92
396.05 36.81
113. 12.5mm 1:4 cement sand plaster works except in ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 21568.00
Sand 1.460 Cub M 2787.12 4069.20 12644.92
342.13 31.80
114. 12.5mm 1:6 cement sand plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 21568.00
Sand 1.570 Cub M 2787.12 4375.78 10464.86
320.33 29.78
115. 12.5mm 1:2 Lime surki plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 16.000 Nos. 667.00 10672.00 21568.00
Surki 1.220 Cub M 1541.03 1880.06 12128.06
336.96 31.32
116. 20mm 1:3 cement sand plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 19.000 Nos. 667.00 12673.00 25385.00
Sand 1.950 Cub M 2787.12 5434.88 20737.28
461.22 42.87
117. 20mm 1:4cement sand plaster works except in ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 19.000 Nos. 667.00 12673.00 25385.00
Sand 2.200 Cub M 2787.12 6131.66 19043.06
444.28 41.30
118. 20mm 1:6 cement sand plaster works except in ceiling (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 19.000 Nos. 667.00 12673.00 25385.00
Sand 2.350 Cub M 2787.12 6549.73 15635.53
410.21 38.13
119. 25mm mud plaster works with preparation of mud and surface etc. 30m lead (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 25.000 Nos. 667.00 16675.00 34835.00
Rice straw 10.000 Kg. 5.00 50.00
Cow Dung 120.000 Kg. 4.80 576.00 1406.00
362.41 33.69
120. 12 mm mud plaster works with preparation of mud and surface etc. 30m lead (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 20.000 Nos. 667.00 13340.00 26960.00
Rice straw 50.000 Kg. 5.00 250.00
Cow Dung 60.000 Kg. 4.80 288.00 928.00
278.88 25.92
K. Painting Work
Unit Resources
b) Coolies 1.375 Nos. 667.00 917.13 2619.63
Materials Gum 0.880 Kg. 217.00 190.96
White Lime 22.000 Kg. 21.00 462.00 652.96
Actual rate 3272.59
32.73 3.04
Unit Resources
b) Coolies 1.100 Nos. 667.00 733.70 2095.70
Materials Gum 0.880 Kg. 217.00 190.96
White Lime 22.000 Kg. 21.00 462.00 652.96
Actual rate 2748.66
27.49 2.55
Unit Resources
b) Coolies 3.375 Nos. 667.00 2251.13 5656.13
Materials Gum 1.280 Kg. 217.00 277.76
White Lime 32.000 Kg. 21.00 672.00 949.76
Actual rate 6605.89
66.06 6.14
Unit Resources
b) Coolies 2.700 Nos. 667.00 1800.90 4524.90
Materials Gum 1.280 Kg. 217.00 277.76
White Lime 32.000 Kg. 21.00 672.00 949.76
Actual rate 5474.66
54.75 5.09
125. One White washing works on old surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 0.700 Nos. 667.00 466.90 1193.30
Materials Gum 0.400 Kg. 217.00 86.80
White Lime 10.000 Kg. 21.00 210.00 296.80
Actual rate 1490.10
14.90 1.39
126. One coat distempering works over one coat astar (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 6300.00
101.35 9.42
127. Two coat distemper works over one coat astar (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.800 Nos. 667.00 3868.60 9135.00
141.60 13.16
128 One coat water proof cement paint works over one coat astar
Unit Resources
b) Coolies 1.700 Nos. 667.00 1133.90 2677.50
Actual rate 5047.50
50.48 4.69
129. Two coat water proof cement paint works over one coat astar (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 7875.00
117.07 10.88
130. One coat readymade enamel paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 10599.00
Enamel 9.000 lit. 560.00 5040.00 8296.20
188.95 17.56
131. Two coat readymade enamel paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 8.000 Nos. 667.00 5336.00 16232.00
Enamel 16.000 lit. 560.00 8960.00 12216.20
284.48 26.44
132. One coat plastic emulsion paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 10599.00
Readymade Plastic Emulsion
paint 9.000 lit. 562.00 5058.00 7374.60
179.74 16.71
133. Two coat plastic emulsion paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 8.000 Nos. 667.00 5336.00 16232.00
Readymade paint 16.000 lit. 562.00 8992.00 11308.60
275.41 25.60
134. Two coat aluminium paint over one coat primer (Astar) on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.750 Nos. 667.00 7170.25 16931.25
Aluminium paint 10.760 lit. 583.00 6273.08
Sand paper 4.000 Nos. 6.00 24.00 9553.28
264.85 24.62
135. One coat double boiled linseed oiling work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 3150.00
Actual rate 4410.00
44.10 4.10
136. Two coat double boiled linseed oiling work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 6300.00
Actual rate 8610.00
86.10 8.00
137. One coat varnishing work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 4058.00
Actual rate 6878.00
68.78 6.39
138. Two coat varnishing work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 4.000 Nos. 667.00 2668.00 8116.00
132.86 12.35
139. One coat bitumen paint work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 1.000 Nos. 667.00 667.00 2029.00
Sand paper 4.000 Nos. 6.00 24.00 500.00
Actual rate 2529.00
25.29 2.35
140. Two coat bitumen paint work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 2.000 Nos. 667.00 1334.00 3604.00
Sand paper 4.000 Nos. 6.00 24.00 840.00
Actual rate 4444.00
44.44 4.13
141. Three coat french(chapra) polish work on new surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 12415.00
Materials Chapra 2.000 kg 978.00 1956.00
Spirit 10.000 lit. 126.00 1260.00 3216.00
156.31 14.53
142. One coat snowcem work after cement paint on new plastered surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 3.500 Nos. 667.00 2334.50 5512.50
Actual rate 7882.50
78.83 7.33
143. Two coat snowcem work after cement paint on new plastered surface (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 6.500 Nos. 667.00 4335.50 10237.50
141.88 13.19
L. Pointing Works
144. Flush pointing works in 1:1 cement sand mortar on brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Sand 0.220 Cub M 2787.12 613.17 5650.21
231.88 21.55
145. Ruled pointing works in 1:1 cement sand mortar on brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Sand 0.220 Cub M 2787.12 613.17 5650.21
271.90 25.27
146. Flush pointin g works in 1:2 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Sand 0.290 Cub M 2787.12 808.26 4155.66
216.94 20.17
147. Ruled pointing works in 1:2 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Sand 0.290 Cub M 2787.12 808.26 4155.66
256.96 23.89
148. Flush pointing works in 1:3 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Sand 0.320 Cub M 2787.12 891.88 3362.58
209.01 19.43
149. ruled pointing works in 1:3 cement sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Sand 0.320 Cub M 2787.12 891.88 3362.58
249.03 23.15
150. Flush pointing works in 1:1:3 cement Lime sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Lime 0.085 Cub M 16800.00 1428.00
Sand 0.255 Cub M 2787.12 710.72 4131.22
216.69 20.14
151. Ruled pointing works in 1:1:3 cement Lime sand mortar on Brick masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Lime 0.085 Cub M 16800.00 1428.00
Sand 0.255 Cub M 2787.12 710.72 2447.42
239.87 22.30
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Surki 0.220 Cub M 1541.03 339.03 4035.03
215.73 20.05
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Surki 0.220 Cub M 1541.03 339.03 4035.03
255.75 23.77
Unit Resources
b) Coolies 12.000 Nos. 667.00 8004.00 17538.00
Surki 0.290 Cub M 1541.03 446.90 2966.90
205.05 19.06
Unit Resources
b) Coolies 18.000 Nos. 667.00 12006.00 21540.00
Surki 0.290 Cub M 1541.03 446.90 2966.90
245.07 22.78
Unit Resources
b) Coolies 14.000 Nos. 667.00 9338.00 18418.00
Sand 0.430 Cub M 2787.12 1198.46 10953.74
293.72 27.30
Unit Resources
b) Coolies 14.000 Nos. 667.00 9338.00 18418.00
Sand 0.570 Cub M 2787.12 1588.66 8092.18
265.10 24.64
Unit Resources
b) Coolies 14.000 Nos. 667.00 9338.00 18418.00
Sand 0.630 Cub M 2787.12 1755.89 6633.53
250.52 23.29
158. Flush ruled pointing works in 1:3cement sand mortar on ashlar masonry work (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 13934.00
Sand 0.200 Cub M 2787.12 557.42 2310.82
162.45 15.10
164. Pointing works in 1:3cement sand mortar on 45x45cm flagstone paving (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 5.000 Nos. 667.00 3335.00 7875.00
Sand 0.030 Cub M 2787.12 83.61 753.09
Actual rate 8628.09
86.28 8.02
165. Pointing works in 1:1cement sand mortar on telia bricks (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 15750.00
Sand 0.100 Cub M 2787.12 278.71 2669.71
184.20 17.12
166. 3mm Lime flushing plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 15750.00
Materials Lime 0.160 cum 16800.00 2688.00 2688.00
184.38 17.14
167. 3mm cement flushing plaster works (for 100 sq.m/1075.8 sft.)
Unit Resources
b) Coolies 10.000 Nos. 667.00 6670.00 15750.00
Materials Cement 0.518 mt 15940.00 8256.92 8256.92
240.07 22.32
M. Water Proofing Works

168. 2 cm thick DPC in 1:2 C/S with Water Proofing Compound (WPC) (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 0.800 Nos. 667.00 533.60 1214.60
Cement 0.135 MT 15940.00 2151.90
WPC 2.700 Kg 289.00 780.30 3433.88
Actual rate 4648.48
464.85 43.21
169. 2.5 cm thick DPC in 1:1.5:3 concrete with Water Proofing Compound(for
(WPC)
rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 1.250 Nos. 667.00 833.75 1741.75
Cement ### MT 15940.00 1793.25
12 mm aggregate 0.250 cum 2716.56 679.14
WPC 2.250 Kg 289.00 650.25 3437.58
Actual rate 5179.33
517.93 48.14
170. One coat Bitumenous paint on DPC and sand covering (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 0.600 Nos. 667.00 400.20 400.20
Bitumen 10.000 Kg 68.00 680.00
Fire wood 30.000 Kg 20.00 600.00 1335.74
Actual rate 1735.94
173.59 16.14
171. One Layer 500 Gauge polythene sheet for DPC (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 0.600 Nos. 667.00 400.20 945.00
Materials Polythene sheet 11.000 Sqm 30.00 330.00 330.00
Actual rate 1275.00
127.50 11.85
172. One coat tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 3.500 Nos. 667.00 2334.50 3333.30
Bitumen 15.000 Kg 68.00 1020.00
Tar Felt 11.000 sqm 120.00 1320.00
Fire wood 60.000 Kg 20.00 1200.00 4404.01
Actual rate 7737.31
773.73 71.92
173. Two coat tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 4.600 Nos. 667.00 3068.20 5156.60
Bitumen 25.000 Kg 68.00 1700.00
Tar Felt 22.000 sqm 120.00 2640.00
Fire wood 80.000 Kg 20.00 1600.00 6804.01
1196.06 111.18
174. One coat damp Proof grade tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 4.600 Nos. 667.00 3068.20 5202.00
Bitumen 17.000 Kg 68.00 1156.00
Tar Felt 11.000 sqm 120.00 1320.00
Fire wood 60.000 Kg 20.00 1200.00 4540.01
Actual rate 9742.01
974.20 90.56
175. Two coat damp Proof grade tar felt works with sand (for rate analysis 10sq.m/ 107.58 sft.)
Unit Resources
b) Coolies 11.700 Nos. 667.00 7803.90 10981.90
Bitumen 27.000 Kg 68.00 1836.00
Tar Felt 22.000 sqm 120.00 2640.00
Fire wood 80.000 Kg 20.00 1600.00 6940.01
1792.19 166.59
176. One coat rain seal or equivalent painting works (for rate analysis 1sq.m/ 10.758 sft.)
Unit Resources
b) Coolies 0.540 Nos. 667.00 360.18 507.28
Materials Rain seal paint 0.245 Ltr 673.00 164.89 164.89
Actual rate 672.16
672.16 62.48
N. Maintenance Work
177. Maintenance of wall in 1:6 C/S at corners with removal of old bricks (1Cum./35.28Cu ft)
Unit Resources
b) Unskilled 7.060 Nos. 667.00 4709.02 7914.26
a) Cement 0.084 M.Ton 15940.00 1338.96
b) Sand 0.360 Cub M. 2787.12 1003.36
Materials c) Bricks 560.000 Nos. 14.00 7840.00 10182.32
18096.58 512.94
178. Maintenance of wall in 1:2 lime surki with removal of old bricks at wall corners (10Cum./352.8Cu ft)
Unit Resources
b) Unskilled 70.560 Nos. 667.00 47063.52 79097.76
a) Lime 1.400 Cub M. 16800.00 23520.00
Materials b) Surki 2.800 Cub M. 1541.03 4314.88
c) Bricks 5600.000 Nos. 14.00 78400.00 106234.88
18533.26 525.32
179. One coat Enamel paintings works after linseed oil flushing (10Sqm./107.58 Sq ft)
Unit Resources
b) Unskilled 0.538 Nos. 667.00 358.85 847.35
a) Linseed oil 0.538 Ltr 210.00 112.98
Materials b) Enamel 1.614 Ltr 560.00 903.84 1016.82
Actual rate 1864.17
Per Sqm. Per Sq ft. Total 2143.80
186.42 17.33
180. Dismantling of Cement Plaster and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 72.04
72.04 2.04
181. Dismantling of Tile Roof and Disposing tile/Woods with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
a) Skilled 0.054 Nos. 908.00 49.03
Actual rate 103.06
103.06 2.92
182. Antitermite paint on wood ( 1Sqm/10.758Sqft )

Unit Resources
a) Skilled 0.220 Nos. 908.00 199.76
Materials a)Wood preservative paint 0.245 Ltr. 244.00 59.78 59.78
Actual rate 326.24
Per Sqm. Per Sqft. Total 375.18
326.24 30.33
183. Dismantling of Mud mortared wall and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 707.02
707.02 20.04
184. Dismantling of Cement mortared wall and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 1414.04
1414.04 40.08
185. Dismantling of R.C.C./R.B.C. and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 7337.00
7337.00 207.96
186. Dismantling of P.C.C. and Disposing with transportation of 10m. ( 1cu.m/35.28 cft )
Unit Resources
Actual rate 2668.00
2668.00 75.62
O. (Iron) Steel Work

187. 3 x 20mm Metal Grill including manufacturing, fitting, painting with Aluminium paint, sand papering all complete
for 10 sq.m/107.58 sft.
Unit Resources
3 x 20mm size 10.000 sq.m 1790.95 17909.50 17909.50
1790.95 166.48
188. 216. 4.5 x 20mm Metal Grill including manufacturing, fitting, painting with Aluminium paint, sand papering all complete
for 10 sq.m/107.58 sft.
Unit Resources
4.5 x 20mm size 10.000 sq.m 3220.70 32207.00 32207.00
3220.70 299.38
189. Iron tubular Truss including manufacturing, welding, supply of material, painting and fixing all complete
for 18.94 kg
Unit Resources
Labours: Skilled 0.687 No. 908.00 623.80 1144.72
Unskilled 0.781 No. 667.00 520.93
Materials Black Pipe 18.940 Kg. 79.00 1496.26 1496.26
Actual rate 2640.98
Per kg Per kg Total 3037.13
139.44 139.44
Combined 50mmf &37.5mmf Black pipe(medium Class) with necessary nutbolts & Plates.
190. GI Barbed wire fencingworks (for 100 R m/328Rft.)

b) Unskilled 5.380 Nos. 667.00 3588.46 4565.47
Materials GI Barbed wire 110.000 Rm 13.57 1492.86
U-Hook 1.000 L.S. 150.00 150.00 1642.86
Actual rate 6208.33
62.08 18.93
191. Barbed wire fencing in 75x100x2100 Saal wood posts with 5rows & two cross bracings all complete
(for 30 R m/98.4 Rft.)
Unit Resources
Labours: a) Skilled 1.000 Nos. 908.00 908.00 908.00
Salwood 0.190 Cub M. 194040.00 36867.60
Materials Barbed wire 250.000 Rm 13.57 3392.86
U-Hook 77.000 Nos. 0.74 56.98 40317.44
1374.18 418.96
P. Miscelaneous
192. M1 . Rain Water Pipe 90 mm dia. HDPE (100 RM/ 328 R Ft.)
Unit Resources
b) Coolies 6.000 Nos. 667.00 4002.00 7634.00
Materials 90 mm dia. HDPE Pipe 110.000 R M 200.00 22000.00
Bed Fitting 1.000 L S 5.00 5.00
Clamps 1.000 L S 10.00 10.00 22015.00
15% contractor's overhea 4447.35
Rate Total 34096.35
Per Rmt. Per Rft
296.49 90.39
193. M11.Concrete Hollow Block Masonry works in 1:4 cement mortar Per sq.m
Unit Resources
b) Unskilled 0.250 Nos. 667.00 166.75 393.75
16"*8"*6" hollow block 19.000 Nos. 76.00 1444.00
Cement 0.010 MT 15940.00 159.40
1714.88
Actual rate 2108.63
Per Sq.m. Per Sq.ft. Total 2424.93
2108.63 196.15
Unit Resources
b) Unskilled 10.000 Nos. 667.00 6670.00 7578.00
6626.12
Per sqm.. Per sqft. Total 16334.74
1420.41 132.13
Unit Resources
b) Unskilled 10.000 Nos. 667.00 6670.00 7578.00
6881.54
Per sqm. Per sqft. Total 16628.48
1445.95 134.38
7. Compound Filling with Borrowed Earth materials. ( 1cu.m/35.28 cft )
Unit Resources
for excavations @3% of
Equipments labour cost=.03*.7*90=1.89 20.19
Truck: 6Mt 0.3 hours of
transportation Time of 3 Km
Distance with20Kmph
speed&.221 Hrs idle 0.521 Hrs 450.00 234.45 234.45
Materials Soil at Borrow Pit 1.100 cum 260.00 286.00 286.00
Actual rate 1213.64
15% contractor's overhead 182.05
Rate Total 1395.69
Per cum. Per cft.
1395.69 39.56 Note: 1M3 dry Soil=1200 Kg.
m./35.28 cft)
cu.m./35.28 cft)
.m/35.28 cft )
u.m/35.28 cft )
.m/35.28 cft )
rasportation
m trasportation
m trasportation
uding 30m trasportation

30m trasportation
0m trasportation
u.m./35.28 cft)
u.m./35.28 cft)
u.m./35.28 cft)
u.m./35.28 cft)
u.m./35.28 cft)
( 1 cu.m./35.28 cft)
ation upto 30m
ith transportation
ng and transportation up to 30m

( 10 sq.m./ 107.58 sft )
0m & up to 0.3m Ht of beams

sq.m./ 1075.8 sft )
0 sq.m./ 1075.8 sft )
q.m / 107.58 sq. ft)

q.m / 107.58 sq. ft)
q.m / 107.58 sq. ft)
2.114 sq.m. / 22.7255 sft.

mercial ply both side fixing with listy
m thick Commercial plywood
ick Asbetos plain sheets
m thick Hard board

qm/ 107.58 sft )
qm/ 107.58 sft )
qm/ 107.58 sft )

qm/ 107.58 sft )
qm/ 107.58 sft )
qm/ 107.58 sft )
(for 100 sq.m/1075.8 sft.)
(for 100 sq.m/1075.8 sft.)

(for 100 sq.m/1075.8 sft.)
10sq.m/ 107.58 sft.)
m./35.28Cu ft)
um./352.8Cu ft)
.m/35.28 cft )
.m/35.28 cft )
u.m/35.28 cft )
.m/35.28 cft )
u.m/35.28 cft )
apering all complete
sand papering all complete

Godavari Municipality: Bajarbarahi, Lalitpur

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Godavari Municipality: Bajarbarahi, Lalitpur

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Godavari Municipality

Office of the Municipal Executive

Project :- Construction of Godavari Municipality Building Bajarbarahi, Lalitpur

A. Total cost of School Building

Prepared By: Checked By: Approved By:

Project :- Construction of Godavari Municipality Building Bajarbarahi, Lalitpur

S.N. DESCRIPTION OF WORKS UNIT QUANTITY RATE AMOUNT REMARKS

Sub Total 23847721.49

Transporting and disposing the surplus earth

P.C.C. (1:2:4) for footing of foundation with

(1:1.5:3) R.C.C.for foundation footing column,

Project :- Construction of Godavari Municipality Building Bajarbarahi, Lalitpur

S.N. DESCRIPTION OF WORKS UNIT QUANTITY RATE AMOUNT REMARKS

Supplying, cutting, bending, placing in position

Making proper form work including supplies &

17.1 75mm(3") thick 1:2:4 Cement Concrete

18.1 Two coat plastic emulsion paint over one

Supplying and applying of two coats of

Project :- Construction of Godavari Municipality Building Bajarbarahi, Lalitpur

S.N. DESCRIPTION OF WORKS UNIT QUANTITY RATE AMOUNT REMARKS

21 Expansion joint Run m 387.55 5847.75 2,266,295.51

1 SITE CLEARANCE WORKS

Providing and laying to Back fill the foundation

Providing and laying to Back fill the foundation

5 Transporting and disposing the surplus earth and debris

Transporting and disposing the surplus earth

8 RCC WORK (1:1.5:3)

Total RCC for footing

Cicumferential Secondary Beam between grid F

Cicumferential Secondary Beam between grid G

Secondary Beam along East-West between grid

Secondary Beam along East-West between grid

Secondary Beam along North south between

Secondary Beam along East-West between grid

Secondary Beam along East-West between grid

Secondary Beam along North south between

Secondary Beam along East-West between grid

Secondary Beam along East-West between grid

Secondary Beam along North south between

Wall along grid

Wall along grid E 1.00 93.00 0.23 0.15 6.42

walls between blocks 1.00 32.00 0.23 0.15 2.21

East block steps

Slab of overhead tank 2.00 4.00 4.00 0.15 4.80 Cum

Grand Total RCC Work 22452.52 Cum

Supplying, cutting, bending, placing in position

UG tank 2 37 2.5 370.00

Grid along 1,2,3,20,21,22 6.00 15.10 0.30 0.60 22.65

Lintel and sill band

Wall along grid

Wall along grid C 1.00 92.40 0.23 0.15 27.72

walls between blocks 1.00 32.00 0.23 0.15 9.60

Deduction of void -1.00 73.00 1.00 1.00 -73.00

East block steps

Grand total for Form Work 48295.41 Sq m

Wall along grid

walls between blocks 1.00 32.00 0.23 3.00 22.08

Deduction of Doors and windows

_____ _ ______

_____ _ ______

_____ _ ______

_____ _ ______