ABSTRACT OF TOTAL PROJECT COST

FY 2079/2080
NCA (Ha) 13.3875

S. No. Description of work Amount Remarks

1 Well 1,859,933.18
2 Solar Pump and Accessories 1,315,008.00
3 Pump House 589,216.14
4 Delivery line 7,094,738.00
5 Reservoir Tank 862,638.03
6 Distribution System 1,936,110.68
Total Construction Cost 13,657,644.03
A Government payable construction cost 12,291,879.63
B WUA contribution cost 1,365,764.40
Sub Total ( A+B ) 13,657,644.03
C General items
a Commission for Performance bond (0.05% of A) 6,145.93
b As built drawings 0.05 % of (A+B) 6,828.82
c Insurance of work, plant and materials of the contract 0.15% of (A) 18,437.81
d Insurance of loss or damage to equipment of the contract 0.15% of (A) 18,437.81
e Insurance for personal injury or death as of the contract 0.15% of (A ) 18,437.81
Sub Total (C) 68,288.18
Sub Total (A+C) 12,360,167.81
D Miscellaneous Items
a Environment Protection, Plastic Lining & Commisning etc. @ 2% of (A) 245,837.59
b Institutional Development @ 1% of (A) 122,918.79
Sub Total (D) 368,756.38
E Other Expenditure
a Work charge @ 2.5% of (A+B) 341,441.10
b Other minor expenses @ 2.5% of (A+B) 341,441.10
c Physical contingency @ 10% of (A) 1,229,187.96
d Price escalation contingency @ 10% of (A) 1,229,187.96
e VAT @ 13% of (A+C) 1,606,821.81
Sub total (E) 4,748,079.93
F Total ( A+B+C+D+E ) 18,842,768.52
Say NRs 18,842,000.00
Construction Cost Per Hectare 1,020,178.83
Total Cost Per Hectare 1,407,432.31
 Thuldi Solar Lift ISP

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SUMMARY OF QUANTITY & COST

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S. Estimated Quantity
Total
No Description of work Pump Distribution Valve quantity
Unit Rate Amount Remarks
Well Solar Pump Delivery Line RVT Outlet
. House Line Chamber
1 Foundation excavation in GBM soil by machine 95.08 2.57 0.00 97.65 Cum. 75.55 7,377.45
2 Foundation excavation in soft rock by machine 57.05 62.16 119.21 Cum. 141.79 16,902.78
3 Foundation excavation in medium rock by machine 38.03 38.03 Cum. 458.50 17,436.75
4 Backfilling work from excavated soil by machine 170.07 1.54 18.65 190.26 Cum. 75.55 14,374.29
5 Foundation excavation in Soft soil 543.48 543.48 Cum. 839.44 456,218.85 WUA
6 Foundation excavation in GBM soil 543.48 42.76 0.00 586.24 Cum. 1,141.64 669,275.03 WUA
7 Backfilling work 326.09 326.09 Cum. 209.86 68,432.82 WUA
8 Dry stone Soling 1.45 6.43 5.34 0.00 13.22 Cum. 4,397.71 58,137.72
Stone masonary work in 1:4 c/m including supply of stone and
9 9.49 0.39 13.65 0.00 23.53 Cum. 14,002.96 329,489.64
construction of wall up to 5m ht haulage dist up to 30m
Fabricating 2 m outer dia, 10 cm thick and 30 cm long rings in
10 4.65 4.65 Cum. 22,314.62 103,762.98
RCC 1:1:2
11 PCC (1:3:6) work 2.09 2.09 Cum. 14,036.31 29,335.88
12 PCC(1:2.4) for RCC work 1.43 10.68 0.00 12.11 Cum. 16,021.21 194,016.85
13 PCC(1:1.5:3) for RCC work 4.35 21.42 25.77 Cum. 17,745.25 457,295.09
14 Reinforcement 1136.42 135.54 1023.58 4201.82 0.00 6497.36 Kgs 140.12 910,409.94
15 Form work shuttering 121.94 11.24 124.80 257.98 Sqm. 893.07 230,394.19
12.5 mm thick cement plastering work inner side wall of RVT
16 67.54 90.00 103.95 261.49 Sqm. 462.85 121,028.33
in 1:3 c/m
17 3mm thick fine cement rubbing works 90.00 90.00 Sqm. 321.08 28,897.20
18 Supplying and fitting sal wood frame for doors and windows. 0.05 0.05 Cum. 239,208.61 12,438.84

Supplying and fitting sal wood panneled door shutter.~2.5cm

19 1.36 1.36 Sqm. 14,313.84 19,395.25
thick
Washing and painting in walls and doors and ventilator etc all
20 1.00 1.00 Job 40,000.00 40,000.00
complete.
 Thuldi Solar Lift ISP

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SUMMARY OF QUANTITY & COST

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S. Estimated Quantity
Total
No Description of work Pump Distribution Valve quantity
Unit Rate Amount Remarks
Well Solar Pump Delivery Line RVT Outlet
. House Line Chamber
Making and supplying of rectangular gabion box 3*1.5*0.75
21 of mesh size 15 x 15 cm including supply of 8 SWG heavy GI 252.00 252.00 Sqm. 277.56 69,945.12
wire cutting, netting 2 way knot
22 Boulder filling in gabion box 54.00 54.00 Cum. 3,062.45 165,372.30
Diversion of flow and Dewatering work during construction
23 using hire or supply diesel pumps including fuel and 1.00 1.00 Job 100,000 100,000.00
mechanics etc.
Supplying , fitting and fixing required perforated pipes,
24 filters,geo textiles and all other accessories as per instructions, 1.00 1.00 Sqm. 100,000.00 100,000.00
all complete.
Barbed wire fencing works with 5 rows & two diagonal
25 barbed wires in16 column at 2 m spacing. size of angle column 32.00 32.00 Rm 1,527.16 48,869.12
is 50mm*50mm*2.1m etrc. All complete.
Supplying fitting and fixing steel gate of 0.90m*1.5m size
26 60.00 60.00 Kgs 165.60 9,936.00
including locking system all complete work
 Thuldi Solar Lift ISP

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SUMMARY OF QUANTITY & COST

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S. Estimated Quantity
Total
No Description of work Pump Distribution Valve quantity
Unit Rate Amount Remarks
Well Solar Pump Delivery Line RVT Outlet
. House Line Chamber
27 Supply of dia.4" GI pipe all complete work 2550.00 2550.00 Rm 2,402.70 6,126,885.00
28 Laying & joining of dia.4" GI pipe all complete work 2550.00 2550.00 Rm 285.59 728,254.50
Supply and Fitting of necessay fittings including strainers,
29 1.00 1.00 No 25,000.00 25,000.00
gatevalves, flange sets etc, all complete
34 Supply of 110 mm dia.4 kg/cm2 HDPE pipe 1078.00 1078.00 Rm 515.63 555,849.14
35 Supply of 90 mm dia.4 kg/cm2 HDPE pipe 0.00 0.00 Rm 346.26 -
36 Supply of 75 mm dia.4 kg/cm2 HDPE pipe 550.00 550.00 Rm 245.22 134,871.00
37 Supply of 63 mm dia.4 kg/cm2 HDPE pipe 0.00 0.00 Rm 171.32 -
38 Supply of 50 mm dia.4 kg/cm2 HDPE pipe 0.00 0.00 Rm 123.59 -
39 Supply of 40 mm dia.4 kg/cm2 HDPE pipe 234.00 234.00 Rm 109.52 25,627.68
40 Supply of 32 mm dia.6 kg/cm2 HDPE pipe 372.00 372.00 Rm 69.96 26,025.12
41 Supply of 25 mm dia.10 kg/cm2 HDPE pipe 2448.00 2448.00 Rm 51.65 126,439.20
42 Supply of 20 mm dia.10 kg/cm2 HDPE pipe 0.00 0.00 0.00 Rm 40.21 -
43 Laying and fitting of 110 mm dia.4 kg/cm2 HDPE pipe 1078.00 1078.00 Rm 124.70 134,426.60
44 Laying and fitting of 90 mm dia.4 kg/cm2 HDPE pipe 0.00 0.00 Rm 81.80 -
45 Laying and fitting of 75 mm dia.4 kg/cm2 HDPE pipe 550.00 550.00 Rm 81.80 44,990.00
46 Laying and fitting of 63 mm dia.4 kg/cm2 HDPE pipe 0.00 0.00 Rm 82.61 -
47 Laying and fitting of 50 mm dia.4 kg/cm2 HDPE pipe 0.00 0.00 Rm 6.15 -
48 Laying and fitting of 40 mm dia.4 kg/cm2 HDPE pipe 234.00 234.00 Rm 6.15 1,439.10
49 Laying and fitting of 32 mm dia.6 kg/cm2 HDPE pipe 372.00 372.00 Rm 5.07 1,886.04
50 Laying and fitting of 25 mm dia.10 kg/cm2 HDPE pipe 2448.00 2448.00 Rm 4.11 10,061.28
51 Laying and fitting of 20 mm dia.10 kg/cm2 HDPE pipe 0.00 0.00 Rm 4.11 -
Supplying and fitting of Pipe Fittings for distributin line as per
52 1.00 1.00 Job 107,333.03 107,333.03
requirements.
Supplying and fitting of Pipe Fittings for outlets as per
54 0.00 0.00 Job #DIV/0! #DIV/0!
requirements.
Supplying and fitting of Sprinkler with 1m stand and
55 0.00 0.00 Set 2,500.00 -
accessories all complete
Solar pump set including supplying and fitting of solar panel,
56 submersible pump including all the necessary items all 2.00 2.00 Set 1,315,008.00 2,630,016.00
complete.
Grand total #DIV/0!
WUA Contribution Part
1 Foundation excavation in Soft soil 409.68 409.68 m3 839.44 343,901.77
2 Foundation excavation in GBM soil 409.68 3.38 8.49 421.55 m3 1,141.64 481,258.34
3 Backfilling work 737.424 737.42 m3 209.86 154,755.80
Sub total 979,915.91
 STRUCTURE WISE COST & WEIGHTAGE %

Nos/
S.N. Name of Structures Units Amount Nrs Weightage % Remarks
Length
1 Well 2 Nos 1,859,933.18 13.6

2 Solar Pump and Accessories 2 Set 1,315,008.00 9.6

3 Pump House 2 Nos 589,216.14 4.3

4 Delivery line 900 Rm 7,094,738.00 51.9

5 Reservoir Tank 1 Nos 862,638.03 6.3

6 Distribution System

Distribution Line 4529 Rm 1,936,110.68 14.2

Total 13,657,644.03 100.0

 Page 7

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15
1. Site clearance
Excavating 15-20cm of the top soil including disposal Labour Unskilled 0.160 MD 815.00 130.40 134.00
00-01 1.1 1 sq.m 134.31 134.31
outside of the construction site Tools & equipment @ 3% of Unskilled Labour 3.91
2. Earth work in excavation
Earthwork in excavation for soft soil with disposal Labour Unskilled 1.000 MD 815.00 815.00 839.00
2.9 2.1 1 Cu.m 839.45 839.45
Tools & equipment @ 3% of Unskilled Labour 24.45
Earthwork in excavation for all purposes in hard clay and Labour Unskilled 0.800 MD 815.00 652.00 671.00
2.2 2.2 moorum rock mixed soil including a lead of 10 m and a 1 Cu.m 671.56 671.56
lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 19.56
Earthwork in excavation for all purposes in hard gravel Labour Unskilled 1.360 MD 815.00 1,108.40 1,141.00
2.21 2.3 1 Cu.m 1,141.65 1,141.65
mixed soil including a lead of 10 m and a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 33.25
Earthwork in excavation for all purposes in boulder Labour Unskilled 1.590 MD 815.00 1,295.85 1,334.00
2.14 2.4 1 Cu.m 1,334.73 1,334.73
mixed soil including a lead of 10 m and a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 38.88
Earth filling, including a lead of 10 m, with ordinary soil Labour Unskilled 0.500 MD 815.00 407.50 419.00

2.6 a 2.5 in 15 cm thick layers, spreading and manual compaction 1 Cu.m 419.73 419.73

after each layer with watering Tools & equipment @ 3% of Unskilled Labour 12.23
Earth filling, including a lead of 10 m, with ordinary soil Labour Unskilled 0.250 MD 815.00 203.75 209.00

2.6b 2.6 in 15 cm thick layers, spreading and manual compaction 1 Cu.m 209.86 209.86

after each layer without sprinkling water Tools & equipment @ 3% of Unskilled Labour 6.11
Earthwork in excavation for all purposes in hard rock Labour Unskilled 5.000 MD 815.00 4,075.00 4,197.00
2.25 a 2.6 without chisel without blasting including a lead of 10 m 1 Cu.m 4,197.25 4,197.25
and a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 122.25
Earthwork in excavation for all purposes in hard rock Labour Unskilled 24.200 MD 815.00 19,723.00 20,314.00
2.25b 2.7 with chisel without blasting including a lead of 10 m and 1 Cu.m 20,314.69 20,314.69
a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 591.69

3. Earth work by excavator

Earthwork in excavation under shallo water in gravel 65.00
00-02 2.6 1 Cu.m 65.70 65.70
boulder mixed soil including disposal by excavator
Earthwork in excavation under shallo water in soft rock 123.00
00-02 2.7 1 Cu.m 123.30 123.30
including disposal by excavator
Earthwork in excavation for all purposes in soft soil, clay 76.00
00-02 2.8 1 Cu.m 76.00 76.00
and silty soil by machine
Earthwork in excavation for all purposes in hard clay and 88.00
00-02 2.9 1 Cu.m 88.00 88.00
moorum rock mixed soil by machine

PREPARED BY CHECKED BY APPROVED BY

 Page 8

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15

4. Rubble Stone Masonry work

Stone (rubble) masonry work upto 5 m height of wall Skilled Mason 1.500 MD 990.00 1,485.00 12,983.00
Labour
Unskilled 5.000 MD 815.00 4,075.00
including collection of hard block stones, preparation Cement 0.194 MT 19,055.00 3,696.67
6.1a 4.1 1 Cu.m Sand 0.420 Cu.m 3,196.00 1,342.32 12,983.79 12,983.79
Materials
ofcement mortar and a lead of cement 1m in 1:3 Cement Block Stone 1.000 Cu.m 2,168.00 2,168.00
Bond Stone 0.100 Cu.m 2,168.00 216.80
Mortar Tools & equipment @ 3% of Labourer -
Stone (rubble) masonry work upto 5 m height of wall Skilled Mason 1.500 MD 990.00 1,485.00 12,374.00
Labour
Unskilled 5.000 MD 815.00 4,075.00
including collection of hard block stones, preparation Cement 0.157 MT 19,055.00 2,991.64
6.3b 4.2 1 Cu.m Sand 0.450 Cu.m 3,196.00 1,438.20 12,374.64 12,374.64
Materials
ofcement mortar and a lead of cement 1m in 1:4 Cement Block Stone 1.000 Cu.m 2,168.00 2,168.00
Bond Stone 0.100 Cu.m 2,168.00 216.80
Mortar Tools & equipment @ 3% of Labourer -
5. Cement Concrete Works
Concreting of foubdations, vertical faces,walls of ratio Skilled Mason 1.000 MD 990.00 990.00 12,407.00
Labour
Unskilled 4.000 MD 815.00 3,260.00
Cement 0.220 MT 19,055.00 4,192.10
7.2c 5.1 1:3:6 (M10) including of supply of materials and haulage 1 Cu.m Aggregate: Cu.m 12,407.74 12,407.74
Materials 40mm 0.650 Cu.m 2,768.00 1,799.20
20mm 0.240 Cu.m 2,768.00 664.32
distance up to 30 m Coarse sand 0.470 Cu.m 3,196.00 1,502.12
Concreting of foubdations, vertical faces,walls of ratio Skilled Mason 1.000 MD 990.00 990.00 14,122.00
Labour
Unskilled 4.000 MD 815.00 3,260.00
Cement 0.320 MT 19,055.00 6,097.60
Aggregate: Cu.m
7-2d 5.2 1:2:4 (M15) including of supply of materials and haulage 1 Cu.m 14,122.62 14,122.62
40mm 0.520 Cu.m 2,768.00 1,439.36
Materials
20mm 0.220 Cu.m 2,768.00 608.96
10mm 0.110 Cu.m 2,768.00 304.48
distance up to 30 m with crushed aggregate for headworks Coarse sand 0.445 Cu.m 3,196.00 1,422.22
Skilled Mason 0.800 MD 990.00 792.00 17,857.00
Labour
Unskilled 7.000 MD 815.00 5,705.00
Concreting of super structure, vertical faces,wall of Cement 0.400 MT 19,055.00 7,622.00
ratio 1:1.5:3(M20) including of supply of materials Cu.m
7.4 b 5.3 1 Cu.m Aggregate: 17,857.78 17,857.78
and haulage distance up to 30m with crushed
Materials 20mm 0.570 Cu.m 2,768.00 1,577.76
aggregate for headworks
10mm 0.290 Cu.m 2,768.00 802.72
sand 0.425 Cu.m 3,196.00 1,358.30
Skilled Mason 0.800 MD 990.00 792.00 21,831.00
Labour
Unskilled 7.000 MD 815.00 5,705.00
Concreting of super structure, vertical faces,wall of Cement 0.610 MT 19,055.00 11,623.55
ratio 1:1:2 (M25) including of supply of materials
7.4c 5.4 1 Cu.m 21,831.65 21,831.65
and haulage distance up to 30m with crushed
aggregate for ring Materials

PREPARED BY CHECKED BY APPROVED BY

 Page 9

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Concreting of Pulchok,
super structure,
Lalitpurvertical faces,wall of 6 7 8 9 10 11 12 13 14 15
ratio 1:1:2 (M25) including of supply of materials Cu.m
7.4c 5.4 1 Cu.m Aggregate: 21,831.65 21,831.65
and haulage distance up to 30m with crushed
Materials 20mm 0.640 Cu.m 2,768.00 1,771.52
aggregate for ring
10mm 0.210 Cu.m 2,768.00 581.28
sand 0.425 Cu.m 3,196.00 1,358.30

PREPARED BY CHECKED BY APPROVED BY

 Page 10

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15
Concreting of found ...vert. faces, walls and Skilled Mason 0.300 MD 990.00 297.00 13,462.00
Labour
abutments (plum concrete) 1:2:4 including supply Unskilled 4.000 MD 815.00 3,260.00
of materials & haulage distance up to 30m Cement 0.320 MT 19,055.00 6,097.60
Stone 0.130 Cu.m 2,168.00 281.84
7 .1 5.4 1 Cu.m 13,462.34 13,462.34
Aggregate: Cu.m
Materials
20mm 0.570 Cu.m 2,768.00 1,577.76
10mm 0.190 Cu.m 2,768.00 525.92
sand 0.445 Cu.m 3,196.00 1,422.22
Skilled Mason 12.000 MD 990.00 11,880.00 121.00
Cutting, bending, placing in position according to Labour
Unskilled 12.000 MD 815.00 9,780.00
7.5 5.6 the drawing and binding of M.S. rod for R.C.C. 1000 KG 121,844.78 121,844.78
M.S.Bar 1.050 MT 94,325.31 99,041.58
works including a lead of 30 m materials
Binding Wire 10.000 KG 114.32 1,143.20
6. Frameworks
Skilled Mason 1.286 MD 990.00 1,273.14 745.00
Labour
Unskilled 1.902 MD 815.00 1,550.13 3,129.07
Making wooden forms for floor and slab including
8-1d 6.2 supply & selection of material, fixing nailing, 10 sq.m nails 2.500 KG 122.32 305.80 7,452.27
placing separators, dismantalling forms and hauling materials Plywood 6.12 m2 796.12 4,872.26
4,323.20
up to 30m distance( no of use = 6 times) Timber framework 0.24500 CUM 66,506.56 16,294.11
7. wood works
Carpenter 34.000 MD 990.00 33,660.00 227,258.00
Labour
7.1 Febrication and installation of stops logs 1 Cu.m unskilled 3.400 MD 815.00 2,771.00 227,258.18 227,258.18
materials salwood 1.100 CUM 173,479.25 190,827.18
8. Flooring works
Stone soling with Skilled 0.000 MD 990.00 - 3,824.00
Labour
Unskilled 1.500 MD 815.00 1,222.50
(11-16) 8.2 1 Cu.m 3,824.10 3,824.10
Block stone 1.200 cu.m 2,168.00 2,601.60
materials
Sand 0.000 cum 3,196.00 -

PREPARED BY CHECKED BY APPROVED BY

 Page 11

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15
Boulder soling and Levelling in Foundation with Skilled 0.000 MD 990.00 - 3,824.00
Labour
50m lead Unskilled 1.500 MD 815.00 1,222.50
(6-5) 8.3 1 Cu.m 3,824.10 3,824.10
Block stone 1.200 Cu.m 2,168.00 2,601.60
materials
Sand 0.000 cum 3,196.00 -
9. Plastering Works
12.5mm thick cement plastering works in 1:3 ratio Skilled 12.000 MD 990.00 11,880.00 409.00
Labour
in wall and floor Unskilled 16.000 MD 815.00 13,040.00
12-1Ga 9.1 100 sq.m 40,920.26 40,920.26
Cement 0.625 MT 19,055.00 11,909.38
materials
Sand 1.280 cum 3,196.00 4,090.88
20mm thick cement sand plastering works in 1:3 Skilled 14.000 MD 990.00 13,860.00 538.00
Labour
ratio in wall and floor Unskilled 19.000 MD 815.00 15,485.00
12-4Kha 9.2 100 sq.m 53,870.00 53,870.00
cement 0.960 MT 19,055.00 18,292.80
materials
Sand 1.950 cum 3,196.00 6,232.20
3mm thick fine cement rubbing work Skilled 1.000 MD 990.00 990.00 281.87
Labour
9.3 10 sq.m Unskilled 1.000 MD 815.00 815.00 2,818.73 2,818.73
materials cement 0.053 MT 19,055.00 1,013.73
10. HDPE Pipeline works
Supply, laying, levelling, jointing of various Plumber 2.000 M.D 990.00 1,980.00
diameter 160 mm(6 kg/cm²) HDEP pipes Labour Plumber Helper 2.000 M.D 815.00 1,630.00
Unskilled 4.000 M.D 815.00 3,260.00
8,970.46 8,970.46 179.41
10.1 50 m materials Petrol 1.000 ltr 100.00 100.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 160/6 50.000 m 949.64 47,482.00 47,482.00 47,482.00 949.64

Suppll, laying, levelling, jointing of various Plumber 1.000 M.D 990.00 990.00
diameter 90 mm(4 kg/cm²) HDEP pipes Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
5,440.46 5,440.46 108.81
10.2 50 m materials Petrol 0.050 ltr 100.00 5.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 90/6 50.000 m #REF! #REF! #REF! #REF! #REF!

Supply, laying, levelling, jointing of various Plumber 1.000 M.D 990.00 990.00
diameter 75 mm(4 kg/cm²) HDEP pipes Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
5,440.46 5,440.46 108.81
10.3 50 m materials Petrol 0.050 ltr 100.00 5.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 75/6 50.000 m #REF! #REF! #REF! #REF! #REF!

PREPARED BY CHECKED BY APPROVED BY

 Page 12

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15

Supply, laying, levelling, jointing of various Plumber 1.000 M.D 990.00 990.00
diameter 63 mm (4kg/cm²) HDEP pipes Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
5,440.46 5,440.46 108.81
10.4 50 m materials Petrol 0.050 ltr 100.00 5.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 63/6 50.000 m #REF! #REF! #REF! #REF! #REF!

Supply, laying, levelling, jointing of various Plumber 1.500 M.D 990.00 1,485.00
diameter 50 mm (6 kg/cm²) HDEP pipes Labour Plumber Helper 1.500 M.D 815.00 1,222.50
Unskilled 3.000 M.D 815.00 2,445.00
7,189.96 7,189.96 7.19
10.5 1000 m materials Petrol 0.370 ltr 100.00 37.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 50/6 1000 m #REF! #REF! #REF! #REF! #REF!

Supply, laying, levelling, jointing of various Plumber 1.500 M.D 990.00 1,485.00
diameter 40 mm (6 kg/cm²) HDEP pipes Labour Plumber Helper 1.500 M.D 815.00 1,222.50
Unskilled 3.000 M.D 815.00 2,445.00
7,189.96 7,189.96 7.19
10.6 1000 m materials Petrol 0.370 ltr 100.00 37.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 40/6 1000 m #REF! #REF! #REF! #REF! #REF!

Supply, laying, levelling, jointing of various Plumber 1.000 M.D 990.00 990.00
diameter 32 mm (10 kg/cm²) HDEP pipes Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 3.000 M.D 815.00 2,445.00
6,275.46 6,275.46 6.28
10.6 1000 m materials Petrol 0.250 ltr 100.00 25.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 32/10 1000 m #REF! #REF! #REF! #REF! #REF!

Supply, laying, levelling, jointing of various Plumber 1.000 M.D 990.00 990.00
diameter 25 mm (10 kg/cm²) HDEP pipes Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
5,460.46 5,460.46 5.46
10.6 1000 m materials Petrol 0.250 ltr 100.00 25.00
Mechanical Jack 2.000 day 990.00 1,980.00
Equipment Tools & Eqpt. 2.51% % 815.00 20.46
17.2 HDPE 25/10 1000.000 m #REF! #REF! #REF! #REF! #REF!

PREPARED BY CHECKED BY APPROVED BY

 Page 13

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15

Supply, laying, levelling, jointing of 3 inch GI pipes Plumber 1.250 M.D 990.00 1,237.50
as per specification Labour Plumber Helper 2.000 M.D 815.00 1,630.00
Unskilled 3.000 M.D 815.00 2,445.00
5,976.56 5,976.56 199.22
10.7 30 m materials Red level paint 10.00% LC 5,312.50 531.25

Equipment Miscellanious 2.50% % 5,312.50 132.81

17.2 3" GI Pipe 30.000 m #REF! #REF! #REF! #REF! #REF!

Supply, laying, levelling, jointing of 2 inch GI pipes Plumber 0.750 M.D 990.00 742.50
as per specification Labour Plumber Helper 2.000 M.D 815.00 1,630.00
Unskilled 2.000 M.D 815.00 1,630.00
4,502.81 4,502.81 150.09
10.8 30 m materials Red level paint 10.00% LC 4,002.50 400.25

Equipment Miscellanious 2.50% % 4,002.50 100.06

17.2 3" GI Pipe 30.000 m #REF! #REF! #REF! #REF! #REF!

Supply, laying, levelling, jointing of 1 inch GI pipes Plumber 0.500 M.D 990.00 495.00
as per specification Labour Plumber Helper 1.500 M.D 815.00 1,222.50
Unskilled 1.500 M.D 815.00 1,222.50
3,307.50 3,307.50 110.25
10.9 30 m materials Red level paint 10.00% LC 2,940.00 294.00

Equipment Miscellanious 2.50% % 2,940.00 73.50

17.2 3" GI Pipe 30.000 m #REF! #REF! #REF! #REF! #REF!
Supply, laying, levelling, jointing of 5 inch GI pipes Plumber 2.000 M.D 990.00 1,980.00
as per specification Labour Plumber Helper 2.500 M.D 815.00 2,037.50
Unskilled 5.000 M.D 815.00 4,075.00
9,104.06 9,104.06 303.47
10.7 30 m materials Red level paint 10.00% LC 8,092.50 809.25

Equipment Miscellanious 2.50% % 8,092.50 202.31

17.2 3" GI Pipe 30.000 m #REF! #REF! #REF! #REF! #REF!

Barbed wire fencing works with 5 rows & two Skilled 1.000 M.D 990.00 990.00 #REF!
Labour
diagonal barbed wires 15 column at 2m spacing. Unskilled 2.000 M.D 815.00 1,630.00
(24-7) size of angle column is 50 mm*50mm*2.1m 30 m Angle member 79.128 kg #REF! #REF! #REF! #REF!
Equipment Barbed wire 250 m #REF! #REF!
17 U-Hook 77.000 Nr #REF! #REF!
11. Gabion Works
3m x1.5 m x0.75m size Gabion box fabrication Skilled 0.600 M.D 990.00 594.00 #REF!
Labour
m2/ Unskilled 0.300 M.D 815.00 244.50
12.4 including cutting of wires, Mesh wire 8 swg, 15.75 #REF! #REF!
Selvedge wire 6 swg (rectangular Mesh type Box Gabion GI Wire (Heav 31.750 KG #REF! #REF!
materials
150mm x 150mm) Selvede Wire(Heavy) KG #REF! #REF!
Skilled 0.500 M.D 990.00 495.00 2,663.00
Labour
12.5 Filling of Gabion box with boulder in HW 1 Cu.m 2,663.00 2,663.00
16-11

PREPARED BY CHECKED BY APPROVED BY

 Page 14

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15
Labour
12.5 Filling of Gabion box with boulder in HW 1 Cu.m Unskilled 0.000 M.D 815.00 - 2,663.00 2,663.00
16-11 materials Block stone 1.000 Cu.m 2,168.00 2,168.00

PREPARED BY CHECKED BY APPROVED BY

 Page 15

Government of Nepal
Ministry of Energy, Water Resources and Irrigation
Department of Water Resources and Irrigation
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Pulchok, Lalitpur 6 7 8 9 10 11 12 13 14 15
Supply and laying of Geotextile (Labour adopted Skilled 0.000 M.D 990.00 - #REF!
Labour
as laying one layer of polythene sheet(500 gauge)) Unskilled 0.050 M.D 815.00 40.75
12.6 1 sq.m #REF! #REF!
materials Geotextile 1.150 KG #REF! #REF!
Machinary Tools 3.00% lab. Cost 815.00 24.45
Skilled 0.450 M.D 990.00 445.50 3,653.00
Labour
12.7 Filling of Filter Material 1 Cu.m Unskilled 0.200 M.D 815.00 163.00 3,653.30 3,653.30
materials 20mm Aggregates 1.100 Cu.m 2,768.00 3,044.80

12. Dismentaling work

removing demolished materials 10m. aWay from Skilled M.D - 1,727.00
the site. Labour
12.7 1 Cu.m Unskilled 2.120 M.D 815.00 1,727.80 1,727.80 1,727.80
19-2 materials Cu.m -
demolished materials (dust) 10m. away from the site
Skilled M.D - 3,260.00
Labour
12.7 1 Cu.m Unskilled 4.000 M.D 815.00 3,260.00 3,260.00 3,260.00
materials Cu.m -

PREPARED BY CHECKED BY APPROVED BY

 Detail Quantity and Cost Estimate
FY 2079/2080
Quantity Estimate of Well

Well Inner Diameter : 1.80 m Well Protection Inner Diameter : 2.00 m

Well outer Diameter : 2.00 m Well Protection outer Diameter : 2.30 m
Thickness of well : 0.10 m Thickness of protection well : 0.15 m
Height of well : 3.90 m Total Height of protection wall : 3.90 m
Height of ring for well : 0.30 m Height of protection wall above GL: 1.40 m
Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
Foundation excavation for sump well
For 1st 2.5m ht. 62.18 Top Area d = 8.9m
32.15 Bottom Area d = 6.4m
Average area 47.17 2.50 117.91
For next 3.9m ht. 32.15 Top Area d = 6.4m
4.91 Bottom Area d = 2.5m
Average area 18.53 3.90 72.26
190.17
Foundation excavation in medium rock
1 @ 20% of EW 38.03 Cum. 458.50 17,436.75
by machine
Foundation excavation in soft rock by
2 @ 30% of EW 57.05 Cum. 141.79 8,089.11
machine
3 Foundation excavation in GBM soil by
@ 50% of EW 95.08 Cum. 75.55 7,183.29
machine

4 Fabricating 2 m outer dia, 10 cm thick

26 5.97 0.10 0.30 4.65 Cum. 22,314.62 103,762.98
and 30 cm long rings in RCC 1:1:2

5 RCC 1:1.5:3 work

Well Protection 1 6.75 0.15 3.90 3.94
Well cover 1 4.15 0.10 0.41
4.35 Cum. 17,745.25 77,191.83
6 Form works
RCC rings 52 5.97 0.30 93.06
Well protection 1 7.22 3.90 28.16
Well cover 1 7.22 0.10 0.72
121.94 Cum. 893.07 108,900.95
7 Reinforcement steel
Rings for well
10 mm dia. Main bar @ 15 cm c/c 2080 0.29 0.617 372.17
10 mm dia dist. Bar @ 15 cm c/c 156 5.97 0.617 574.23
Well protection
 Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
10 mm dia. Main bar @ 15 cm c/c 48 3.80 0.617 112.54
10 mm dia dist. Bar @ 15 cm c/c 26 2.00 0.617 32.08
Well cover 0.00
10 mm dia. Main bar @ 15 cm c/c 16 2.30 0.617 22.70
10 mm dia dist. Bar @ 15 cm c/c 16 2.30 0.617 22.70
1136.42 Kgs. 140.12 159,235.17

8 Making and supplying of rectangular

gabion box 3*1.5*0.75 of mesh size 15 x
12 m
15 cm including supply of 8 SWG heavy
GI wire cutting, netting 2 way knot
1st layer 8 @ 15.75 126.00
2nd Layer 4 @ 15.75 63.00
3rd Layer 4 @ 15.75 63.00
252.00 Sqm. 277.56 69,945.12
9 Boulder filling in gabion box
1st layer 8 3.00 1.5 0.75 27.00
2nd Layer 4 3.00 1.5 0.75 13.50
3rd Layer 4 3.00 1.5 0.75 13.50
54.00 Cum. 3,062.45 165,372.30
Diversion of flow and Dewatering work
during construction using hire or supply
10 1 Job 100,000.00 100,000.00
diesel pumps including fuel and
mechanics etc.
Supplying , fitting and fixing required
perforated pipes, filters,geo textiles and
11
all other accessories as per instructions,
all complete.
1.00 Job 100,000.00 100,000.00
Backfilling work around well from
12 As per excavated quantity 190.17
excavated soil by machine
deduction for Well -20.096
170.07 Cum. 75.55 12,849.09
Total for 1 Well 929,966.59
Total for 2 wells 1,859,933.18
 Detail Quantity and Cost Estimate
FY 2079/2080
Quantity Estimate of Pumping System
Pump System : 2
Pump Model : SPE 46-22 or equevalent No of Sets: 2
Pump power: max. 36 kW
Dynamic Head: 150 m
Average output : 305.3 cum per day
Motor cable : 6 sq.mm. 100 m
S.
PARTICULARS Unit Quantity RATE (Rs) AMONUT (Rs) Remarks
No.
Supply of Submerible 3-phase Solar Pump of genuine
international brand, guaranteed to deliver average daily
1 output of 305.3 cum per day at 150 m dynamic head. with Nos. 2 500,000.00 1,000,000.00
at least 2 years warranty as per specification.

Grounding System with required no. of surge protectors,

3 Earthing Electrode, Backfill chemical, lighting arrestor, Set 2 125,000.00 250,000.00
wire 7\18, Junction box etc. as per specification.

4 Solar module complete set as per design specification Set 2 4.00 8.00
5 Armoured copper cable 6 sq.mm. 3 core rm. 100 650.00 65,000.00

Total For 1 1,315,008.00

Total For 2 1,315,008.00
Quantity Estimate of Pump House

Measurement
S.N. Description No. Lengt Width Height Quantity unit Rate Amount Remarks
h (m) (m)
1 Earthwork in excavation in BMS soil
for foundation work.
Wall 4 2.30 0.40 0.70 2.57
2.57 m3
for 1 nos house 2.57 m3 m3 75.55 194.16
2 Earthwork in back filling 60% of excavation work 1.54 m3
for 1 nos house 1.54 m3 m3 75.55 116.34
3 Stone soling work.
Wall foundation 4 2.30 0.40 0.20 0.73
for flooring works 1 1.90 1.90 0.20 0.72
1.45 m3
for 1 nos house 1.45 m3 m3 4,397.71 6,376.67
R.R.Masonry in 1:4 cement sand
mortar including supply of materals all
4 complete.
Foundation to plinth 4 2.30 0.40 1.00 3.68
Main wall 4 2.30 0.30 2.30 6.34
Foot step 2 0.75 0.30 0.20 0.09
Sub-Total 10.11
Deduct door 1 0.75 0.30 2.00 0.45
Deduct Ventilator 1 0.60 0.30 0.45 0.08
Lintel 1 2.15 0.30 0.15 0.09
Deduction total 0.62
Net Quantity of Masonry 9.49
for 1 nos house 9.49 m3 14,002.96 132,888.09
PCC work for RCC in 1:2:4 cement
5 concrete.
Roof slab with sun shade(0.5)m 1 3.65 2.70 0.10 0.98
Floor 1 1.90 1.90 0.10 0.36
Lintel 1 2.15 0.30 0.15 0.09
1.43
for 1 nos house 1.43 m3 16,021.21 22,910.33
 Measurement
S.N. Description No. Lengt Width Height Quantity unit Rate Amount Remarks
h (m) (m)
Supplying and fitting sal wood frame
6 for doors and windows.
Door 1 4.95 0.10 0.075 0.037
Ventilator 1 2.10 0.10 0.075 0.015
0.052
for 1 nos house 0.052 m3 239,208.61 12,438.84
Supplying and fitting sal wood
7 panneled door shutter.~2.5cm thick
Door 1 0.63 1.90 1.197
Ventilator 1 0.48 0.33 0.158
1.355
for 1 nos house 1.355 m2 14,313.84 19,395.25
8 Reinforcement steel works.
10mm dia. Main bar for Roof slab 24 2.65 0.62 39.432
10mm dia.dist.bar 18 3.60 0.62 40.176
12mm dia. Main bar for Beam 16 2.60 0.89 37.024
8mm dia. Ring bar 58 0.50 0.39 11.310
10mm dia.main bar for lintel 4 2.15 0.62 5.332
8mm dia. Ring bar for lintel. 11 0.53 0.39 2.265
135.54
for 1 nos house 135.54 m3 Kg. 140.12 18,991.72
9 Wooden formwork all complete.
Lintel 2 2.15 0.15 0.645
Lintel 1 1.35 0.30 0.405
Slab 1 2.00 2.00 4.000
Slab outer side 2 3.65 0.30 2.190
Slab outer side 1 2.60 0.30 0.780
Slab outer side 1 2.60 0.75 1.950
Slab around 1 12.70 0.10 1.270
11.240
for 1 nos house 11.240 m2 893.07 10,038.10
 Measurement
S.N. Description No. Lengt Width Height Quantity unit Rate Amount Remarks
h (m) (m)
12.5mm thick 1:3 cement sand plaster
10 works.
upto plinth 4 2.70 0.60 6.480
step 1 1.15 0.30 0.345
floor 1 2.70 2.70 7.290
Deduction walls -4 2.30 0.30 -2.760
Door -2 0.75 2.00 -3.000
Ventilator -2 0.60 0.45 -0.540
Wall inside 4 2.00 2.30 18.400
Wall outside 4 2.60 2.30 23.920
Ceilling 1 3.65 3.20 11.680
Deduction walls -4 2.30 0.30 -2.760
Slab edges 1 13.70 0.10 1.370
Door around 1 5.50 0.30 1.650
Ventilator around 2 2.10 1.30 5.460
67.54 m2
for 1 nos house 67.54 m2 462.85 31,258.57
Washing and painting in walls and
11 doors and ventilator etc all complete.
for 1 nos house 1.00 job 40,000.00 40,000.00
Total for 1 Pump House 294,608.07
Total for 2 Pump House 589,216.14
 FY 2079/2080
Quantity Estimate of Delivery Line
Stage 1 : 2
Length : 1215 m size : 100 mmØ 4" GI Pipe
No of Sets : 2
Measurement
Width
S.N. Description No. Length Height Quantity unit Rate Amount Remarks
(m) (m) (m)
1 Earthwork in excavation in BMS soil for
foundation work.
support blocks 102 0.50 0.30 0.30 4.59 Cum 1,312.89 6,026.16
2 R.R.Masonry in 1:4 cement sand mortar
including supply of materals all complete.
support blocks 102 0.50 0.30 0.80 12.24 Cum 14,002.96 171,396.23
3 PCC 1:2:4
for caping support blocks 102 0.50 0.30 0.05 0.76 Cum 16,021.21 12,176.11
4 Supply of dia.4" GI pipe all complete 2.1 1215.00 2550.00 Rm 2,402.70 6,126,885.00
5 work
Laying & joining of dia.4" GI pipe all
complete work 2550.00 RM 285.59 728,254.50
6 Supplying and fixing all required fittings
and accessories including non return
valves etc. to join the pipe as per
requirements, all complete. 1 1.00 Job 50,000.00 50,000.00
Total 7,094,738.00
 Detail Quantity and Cost Estimate
FY 2079/2080
Quantity Estimate of Reservoir Tank

Length of RVT : 7 m Height : 2.25 m

Breadth of RVT : 5 m Foundation L : 7.5 m
Thickness at base : 0.2 m Foundation B : 5.5 m
Thickness of wall : 0.2 m Capacity (V) : 70 Cum
Thickness of blinding : 0.05

Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
Foundation excavation
Reservoir 1 7.50 5.50 1.35 55.68
For Valve chamber 1 1.30 1.30 1.35 2.28
Fancing post cc 18 0.45 0.45 0.60 2.18
Flushing pipe 1 3.00 0.90 0.75 2.02
62.16
1 Dry foundation excavation in boulder mix
soil including disposal by machine 0% 0.00 Cum. 75.55 -
2 Foundation excavation in soft rock
including disposal by machine 100% 62.16 Cum. 141.79 8,813.66
3 Structure Back fill 30% 18.65 Cum. 75.55 1,408.85
4 Dry stone Soling
Reservoir 1 7.50 5.50 0.15 6.18
For Valve chamber 1 1.30 1.30 0.15 0.25
6.43 Cum. 4,397.71 28,277.27
5 PCC in (1:3:6)
Reservoir 1 7.50 5.50 0.05 2.06
For valve chamber 1 0.80 0.80 0.05 0.03
2.09 Cum. 14,036.31 29,335.88
6 RCC / P.C.C.1:1.5:3 For foundation & wall
Reservoir Bed 1 7.40 5.40 0.20 7.99
Reservoir Wall 2 7.40 0.20 2.25 6.66
Reservoir Wall 2 5.00 0.20 2.25 4.50
For valve chamber slab 1 0.80 0.80 0.10 0.06
Fancing post cc 18 0.45 0.45 0.60 2.18
Capping of valve chamber 1 2.00 0.30 0.05 0.03
21.42 Cum. 17,745.25 380,103.25
7 Form works
Reservoir foundation 2 12.80 0.2 5.12
Reservoir inside Wall 2 12.00 2.25 54.00
Reservoir outside Wall 2 12.80 1.80 46.08
For valve chamber cover 1 3.20 0.05 0.16
 Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
Fancing post cc 18 1.80 0.60 19.44
124.80 Sqm. 893.07 111,455.13
8 Reinforcement steel
10 mm dia main bar in mesh/ both Layer 35 5.1 0.617 110.13
25 7.1 0.617 109.51
10 mm dia main bar in wall d/layer 240 2.85 0.617 422.02
10 mm dis. Bar 23 24 0.617 333.18
974.84
Add lap & chairs @ 5 % 48.74
1023.58 Kgs 140.12 143,424.02
9 R.R. masonry work in (1:4)
wall 2 0.80 0.30 0.50 0.24
wall 2 0.50 0.30 0.50 0.15
0.39 Cum. 14,002.96 5,461.15
10 12.5 mm thick Plaster in (1:3) C/S mortar

Reservoir Bed 1 7.00 5.00 35.00

Reservoir inside Wall 1 24.00 2.25 54.00
In Valve chamber wall 4 0.50 0.50 1.00
90.00 Sqm. 462.85 41,656.50
11 3mm thick fine cement rubbing works
Reservoir Bed 1 7.00 5.00 35.00
Reservoir inside Wall 1 24.00 2.25 54.00
In Valve chamber wall 4 0.50 0.50 1.00
90.00 Sqm. 321.08 28,897.20

12 Supply and Fitting of necessay fittings

including strainers, gatevalves, flange sets
etc, all complete 1 1.00 set 25,000.00 25,000.00

13 Barbed wire fencing works with 5 rows &

two diagonal barbed wires 15 column at
2m spacing. size of angle column is 50
mm*50mm*2.1m
1 32 32.00 Rm 1,527.16 48,869.12
14 Supplying fitting and fixing steel gate of
0.90m*1.5m size including locking 9,936.00
system all complete work 60 60.00 Kgs. 165.60
Total for 1 no. 862,638.03
Total for 1 nos. (second) 862,638.03
 Jwanetaar Solar Lift ISP

#REF!
#REF!
#REF!
#REF!
#REF!

Detail Quantity and Cost Estimate

FY 2079/2080
###
###
Quantity Estimate of Reservoir Tank( CH 1+985) at 115m RL difference from first

Length of RVT : 6 m Height : 2 m

Breadth of RVT : 4 m Foundation L : 6.5 m
Thickness at base : 0.2 m Foundation B : 4.5 m
Thickness of wall : 0.2 m Capacity (V) : 42 Cum
Thickness of blinding : 0.05

Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
Foundation excavation
Reservoir 1 6.50 4.50 1.35 39.48
For Valve chamber 1 1.30 1.30 1.35 2.28
Fancing post cc 16 0.45 0.45 0.60 1.94
Flushing pipe 1 3.00 0.90 0.75 2.02
45.72
1 Dry foundation excavation in boulder mix
soil including disposal by machine 80% 36.57 Cum. 75.55 2,762.86
2 Foundation excavation in soft rock
including disposal by machine 20% 9.14 Cum. 141.79 1,295.96
3 Structure Back fill 30% 13.72 Cum. 75.55 1,036.24
4 Dry stone Soling
Reservoir 1 6.50 4.50 0.15 4.38
For Valve chamber 1 1.30 1.30 0.15 0.25
4.63 Cum. 4,397.71 20,361.39
5 PCC in (1:3:6)
Reservoir 1 6.50 4.50 0.05 1.46
For valve chamber 1 0.80 0.80 0.05 0.03
1.49 Cum. 14,036.31 20,914.10
6 RCC / P.C.C.1:1.5:3 For foundation & wall
Reservoir Bed 1 6.20 6.20 0.20 7.68
Reservoir Wall 2 6.40 0.20 2.00 5.12
Reservoir Wall 2 4.00 0.20 2.00 3.20
For valve chamber slab 1 0.80 0.80 0.10 0.06
Fancing post cc 16 0.45 0.45 0.60 1.94
Capping of valve chamber 1 2.00 0.30 0.05 0.03
18.03 Cum. 17,745.25 319,946.85
7 Form works
Reservoir foundation 4 6.20 0.2 4.96
Reservoir inside Wall 2 10.00 2.00 40.00
Reservoir outside Wall 2 12.80 1.67 42.75
For valve chamber cover 1 3.20 0.10 0.32
Fancing post cc 16 1.80 0.60 17.28
105.31 Sqm. 893.07 94,049.20
8 Reinforcement steel
10 mm dia main bar in mesh/ both Layer 30 4.1 0.617 75.89
20 6.1 0.617 75.27
10 mm dia main bar in wall d/layer 200 2.6 0.617 320.84
10 mm dis. Bar 20 20 0.617 246.80
718.80
Add lap & chairs @ 5 % 35.94
754.74 Kgs 140.12 105,754.16
 Jwanetaar Solar Lift ISP

Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
9 R.R. masonry work in (1:4)
wall 2 0.80 0.30 0.50 0.24
wall 2 0.50 0.30 0.50 0.15
0.39 Cum. 14,002.96 5,461.15
10 12.5 mm thick Plaster in (1:3) C/S mortar

Reservoir Bed 1 6.00 4.00 24.00

Reservoir inside Wall 1 20.00 2.00 40.00
In Valve chamber wall 4 0.50 0.50 1.00
65.00 Sqm. 462.85 30,085.25
11 3mm thick fine cement rubbing works
Reservoir Bed 1 6.00 4.00 24.00
Reservoir inside Wall 1 20.00 2.00 40.00
In Valve chamber wall 4 0.50 0.50 1.00
65.00 Sqm. 321.08 20,870.20

12 Supply and Fitting of necessay fittings

including strainers, gatevalves, flange sets
etc, all complete 1 1.00 set 25,000.00 25,000.00

13 Barbed wire fencing works with 5 rows &

two diagonal barbed wires 15 column at
2m spacing. size of angle column is 50
mm*50mm*2.1m
1 28 28.00 Rm 1,527.16 42,760.48
14 Supplying fitting and fixing steel gate of
0.90m*1.5m size including locking 9,936.00
system all complete work 60 60.00 Kgs. 165.60
Total for 1 no. 700,233.84
Total for 1 nos. (main) -
 FY 2079/2080
Quantity Estimate of Distribution Network

Distribution Network : 4529.00 m size : Various mm HDPE Pipe

Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
Main, Sub-Main and Tertiaries
75 mm dia 10kg/cm2 1078.00
63 mm dia 6kg/cm2 550.00 For outlet
40 mm dia 4kg/cm2 220.00
32 mm dia 6kg/cm2 352.00
25 mm dia 10kg/cm2 2329.00
4529.00

1 Earthwork excavation in gravel mix soil 50% 4529.00 0.40 0.60 543.48 Cum. 1,141.64 620,458.50 WUA
2 Foundation excavation in soft soil 50% 4529.00 0.40 0.60 543.48 Cum. 839.44 456,218.85 WUA
3 Back fill
30 % of Excavation 326.09 Cum. 209.86 68,432.82 WUA
4 Supply of HDP pipe of
75 mm HDPE pipe PN-6 PE-100, NS-40 1 1078.00 1078.00 Rm 245.22 264,347.16
63 mm HDPE pipe PN-6,PE-100 1 550.00 550.00 Rm 171.32 94,226.00
40mm HDPE PN-10 PE-100 1.05 220.00 234.00 Rm 109.52 25,627.68
32 mm HDPE pipe PN-10 PE-100 1.05 352.00 372.00 Rm 69.96 26,025.12
25 mm HDPE pipe PN-12.5 PE-100 1.05 2329.00 2448.00 Rm 51.65 126,439.20
5 Laying and fitting etc. complete of HDP
pipe of
75 mm HDPE pipe PN-6 PE-100, NS-40 Rm 81.80
88,180.40
1078.00
63 mm HDPE pipe PN-6,PE-100 550.00 Rm 82.61 45,435.50
40mm HDPE PN-10 PE-100 234.00 Rm 6.15 1,439.10
32 mm HDPE pipe PN-10 PE-100 372.00 Rm 5.07 1,886.04
25 mm HDPE pipe PN-12.5 PE-100 2448.00 Rm 4.11 10,061.28
6 Supply and fitting etc. complete of
necessry fittings 20% of Pipe cost 1.00 L.S. 107,333.03
Total 1,936,110.68
 Detail Quantity and Cost Estimate
FY 2079/2080
Quantity Estimate of Reservoir Tank

Length : 1.50 m
Breadth: 1.50 m 11 nos
Thickness at base : 0.15 m for each sub-mains
Thickness of wall : 0.15 m
Height : 1.2 m
Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
1 Dry foundation excavation in boulder mix
soil including disposal
11 1.80 1.80 1.20 42.76
42.76 Cum. 1,141.65 48,816.95 WUA
2 Dry stone Soling
11 1.80 1.80 0.15 5.34
5.34 Cum. 4,397.71 23,483.77
3 RCC in (1:2:4)
bed 11 1.80 1.80 0.15 5.34
cover 11 1.80 1.80 0.15 5.34
10.68 Cum. 16,021.21 171,106.52
4 Reinforcement steel
For cover
10 mm dia U main bar in mesh/ both Laye 1936 3.45 0.617 4121.06
8 mm dia dist bar 77 1.70 0.617 80.76
4201.82 Kgs 140.12 588,759.01
5 R.R. masonry work in (1:4)
wall 22 1.80 0.15 1.20 7.12
wall 22 1.65 0.15 1.20 6.53
13.65 Cum. 14,002.96 191,140.40
6 12.5 mm thick Plaster in (1:3) C/S mortar

bed 11 1.50 1.50 24.75

inside Wall 11 6.00 1.20 79.20
103.95 Sqm. 462.85 48,113.25
Total 1,071,419.90
Total for 1 97,401.81
 Jwanetaar Solar Lift ISP

#REF!
#REF!
#REF!
#REF!
#REF!

###
### FY 2079/2080
Quantity Estimate of Outlets 0 Nos.
Measurement
S.N. Description No. Length Width Height Quantity unit Rate Amount Remarks
(m) (m) (m)
1 Dry foundation excavation in gravel mix
soil (gravel>10cm) chamber 0 0.60 0.60 0.40 0.00
sub_Total: 0.00 m3 1,141.65 - WUA
2 Dry stone Soling
0 0.60 0.60 0.15 0.00
0.00 Cum. 4,397.71 -
3 RCC in (1:2:4)
bed 0 0.60 0.60 0.10 0.00
cover 0 0.60 0.60 0.10 0.00
sub_Total: 0.00 m3 16,021.21 -
4 Reinforcement steel
For cover @ kg/m
10 mm dia main bar in mesh/ both Layer 0 0.50 0.617 0.00
0 0.50 0.617 0.00
sub Total per post : 0.00 Kg 140.12 -
5 R.R. masonry work in (1:4)
wall 0 0.60 0.30 0.30 0.00
wall 0 0.30 0.30 0.30 0.00
0.00 Cum. 14,002.96 -
6 GI fittings supplying & fitting work
20 mm (3/4") GI Socket 0 0.00 Nos 67.10 -
4" long GI Nipple 20 mm (3/4") Ø 0 0.00 Nos 68.20 -
20 mm (3/4") GI Tee 0 0.00 Nos 116.60 -
20 mm (3/4") ball valve 0 0.00 Nos 596.20 -

7 Accessories and Miscellenous works for Sprinkler

20 mm dia (10kg/cm2) 0 0 0.00 Rm 40.21 -
Sprinkler with 1m stand and accessories
all complete 0 0.00 Sets 2,500.00 -
Total -
Total for 1 #DIV/0!
 Page 30 of 45

Government of Nepal
Ministry of Irrigation
Department of Irrigation
Western Regional Irrigation Directorate
Irrigation Development Division
Tanahun
ABSTRACT OF COST
###
### #REF!
S.N. Description of work Quantity Unit Rate Amount Remarks
A #REF!
1 #REF! #REF! Cum. 784.3 #REF!
2 #REF! #REF! Cum. 96.6 #REF!
3 #REF! #REF! Cum. 113.9 #REF!
4 #REF! #REF! Cum. 22,314.0 #REF!
5 PCC (1:1.5:3) work for RCC #REF! Cum. 17,745.0 #REF!
6 Reinforcement work #REF! Kgs 140.0 #REF!
7 Form work #REF! Sqm. 893.0 #REF!
8 #REF! #REF! Sqm. 277.0 #REF!
9 #REF! #REF! Cum. 3,062.0 #REF!
10 #REF! #REF! Rm 3,000.0 #REF!
11 #REF! #REF! job 125,000.0 #REF!
12 #REF! #REF! Sqm. 81.3 #REF!
13 #REF! #REF! Kgs 218.5 #REF!
14 #REF! #REF! Cum. 2,961.8 #REF!
15 #REF! #REF! Cum. 96.6 #REF!
Sub- Total #REF!

Estimated By Checked By Approved By

 Page 31 of 45

Government of Nepal
Ministry of Irrigation
Department of Irrigation
Western Regional Irrigation Directorate
Irrigation Development Division
Tanahun
ABSTRACT OF COST
###
### #REF!
S.N. Description of work Quantity Unit Rate Amount Remarks
B #REF!
Dry foundation excavation in boulder mix soil
1 0.00 Cum. 96.6 -
including disposal by machine
Foundation excavation in soft rock including
2 62.16 Cum. 784.3 48,752.08
disposal by machine
3 Structure Back fill 18.65 Cum. 241.0 4,494.16
4 Dry stone Soling 6.43 Cum. 4,397.0 28,272.71
5 PCC in 1:3:6 in foundation 2.09 Cum. 14,036.0 29,335.24
6 RCC / P.C.C.1:1.5:3 For foundation & wall 21.42 Cum. 17,745.0 380,097.90
Reinforcement work, cutting, bending, binding
7 1023.58 kgs 140.0 143,301.20
and placing at site.
8 Form work for suttering 124.80 Sqm. 893.0 111,446.40
9 R.R. masonry work in (1:4) 0.39 Cum. 14,002.0 5,460.78
10 12.5 mm thick Plaster in (1:3) C/S mortar 90.00 Sqm. 462.0 41,580.00
11 3mm thick fine cement rubbing works 90.00 Sqm. 321.0 28,890.00

Barbed wire fencing works with 5 rows & two

12 diagonal barbed wires 15 column at 2m spacing. 32.00 Rm 1,527.0 48,864.00
size of angle column is 50 mm*50mm*2.1m

Supplying fitting and fixing steel gate of

13 0.90m*1.5m size including locking system all 60.00 Kgs 218.5 13,110.00
complete work
883,604.47

Estimated By Checked By Approved By

 Page 32 of 45

Government of Nepal
Ministry of Irrigation
Department of Irrigation
Western Regional Irrigation Directorate
Irrigation Development Division
Tanahun
ABSTRACT OF COST
###
### #REF!
S.N. Description of work Quantity Unit Rate Amount Remarks
B #REF! #REF! m
1 #REF! #REF! Cum. 83.9 #REF!
2 #REF! #REF! Cum. 784.3 #REF!
3 #REF! #REF! Cum. 241.0 #REF!
4 Supply of dia.4" GI pipe all complete work 2550.00 Rm 2,402.7 6,126,885.00
Laying & joining of dia.4" GI pipe all complete
5 2550.00 Rm 285.6 728,254.50
work
6 #REF! #REF! 1,643.8 #REF!
7 #REF! #REF! 229.1 #REF!
8 Supply of 125 mm dia.10 kg/cm2 HDPE pipe #REF! Rm 515.6 #REF!
Laying and Fitting of 125 mm dia.10 kg/cm2
9 #REF! Rm 124.7 #REF!
HDPE pipe
10 Supply of 90 mm dia.4 kg/cm2 HDPE pipe #REF! Rm 346.3 #REF!
Laying and Fitting of 90 mm dia.4 kg/cm2
11 #REF! Rm 81.8 #REF!
HDPE pipe
12 Supply of 75 mm dia.4 kg/cm2 HDPE pipe #REF! Rm 245.2 #REF!
Laying and Fitting of 75 mm dia.4 kg/cm2
13 #REF! Rm 81.8 #REF!
HDPE pipe
14 Supply of 63 mm dia.4 kg/cm2 HDPE pipe #REF! Rm 171.3 #REF!
Laying and Fitting of 63 mm dia.4 kg/cm2
15 #REF! Rm 82.6 #REF!
HDPE pipe
16 Supply of 50 mm dia.6 kg/cm2 HDPE pipe #REF! Rm 123.6 #REF!
Laying and Fitting of 50 mm dia.6 kg/cm2
17 #REF! Rm 6.2 #REF!
HDPE pipe
18 Supply of 40 mm dia.6 kg/cm2 HDPE pipe #REF! Rm 109.5 #REF!
Laying and Fitting of 40 mm dia.6 kg/cm2
19 #REF! Rm 6.2 #REF!
HDPE pipe
20 Supply of 32 mm dia.6 kg/cm2 HDPE pipe #REF! Rm 70.0 #REF!
Laying and Fitting of 32 mm dia.6 kg/cm2
21 #REF! Rm 5.1 #REF!
HDPE pipe
#REF!
22 Supply of 25 mm dia.10kg/cm2 HDPE pipe #REF! Rm 50.5 #REF! Participation
#REF!
C Solar Pump Set
Given Data
Works: Supply, Installation and Comissioning/Testing of Solar Component
Location: Tanahun

Estimated By Checked By Approved By

 Page 33 of 45

Government of Nepal
Ministry of Irrigation
Department of Irrigation
Western Regional Irrigation Directorate
Irrigation Development Division
Tanahun
ABSTRACT OF COST
###
### #REF!
S.N. Description of work Quantity Unit Rate Amount Remarks
Q= 8 lit./sec or 140,800 to 2,60,000 l/d (max.)
Dynamic Head (Hd)= 77 m
Solar Irrad.= 6 hrs.

315 Wp 48 Nos.
Poly crystalline Trina Solar Panels (PV Module) 315
1 Wp 24V (maximum solar power requirement of Nos. 48 31,500.00 1,512,000.00
about 15600 watt

Supply of Solar Pump of genuine international brand

of max. 15 HP (Solartech, Pedrolo or eqivalent),

Solartech
guaranteed to deliver max. 8 liter/s discharge at 84
2 meter head including static head and loses etc. incl. Nos. 1 595,000.00 595,000.00
controller with at least 2 years warranty and
Converter 10-15 KW

m Frames
UV Cable,
Aluminiu
Installation Materials including Armoured cable and
3 Set 1 245,000.00 245,000.00
Accessories, Solar Panel mounting frames etc.

Hardware and fitting accessories like as GI Pipe,

4 Gate valves, sockets, elbows, nipples etc. including Set 1 35,000.00 35,000.00
sensor to connect pump to delivery system

Materials for earthling (grounding) & DC Lightning

5 Set 1 15,000.00 15,000.00
Arrestor etc.

Pokhara/Narayangha
Transportation from
Transportation to Road head (site at 9 km south t to Risingpatan
7 from Khairenitar at along Prithvi Highway), Job 1 35,000.00 35,000.00
Installation and Commissioning

8 Installation and Testing charge, all complete Job 1 90,000.00 90,000.00

Any miscellaneous and unforeseen items, if any
9 (optional) …After Sales Job 1 15,000.00 15,000.00
Service…………………
Total (Rs) 2,542,000.00
Taxable amount (SN 2-9) 1,030,000.00
13% VAT 133,900.00
Grand Total (Rs.) 2,675,900.00

Estimated By Checked By Approved By

 Page 34 of 45

Government of Nepal
Ministry of Irrigation
Department of Irrigation
Western Regional Irrigation Directorate
Irrigation Development Division
Tanahun
ABSTRACT OF COST
###
### #REF!
S.N. Description of work Quantity Unit Rate Amount Remarks
D #REF! #REF! No
E/W excavation in fundation in gravel mixed
1 0.00 Cum. 1,312.9 -
soil including disposal , 10m lead & 1.5m lift
2 PCC (1:3:6) work #REF! Cum. 14,036.0 #REF!
3 PCC (1:2:4) work 0.00 Cum. 15,213.0 -
4 Reinforcement 0.00 Kg 140.0 -
5 Form work 0.00 Sqm. 893.0 -
6 Backfilling #REF! Cum. 241.0 #REF!
#REF!

Estimated By Checked By Approved By

 Page 35 of 45

Government of Nepal
Ministry of Irrigation
Department of Irrigation
Western Regional Irrigation Directorate
Irrigation Development Division
Tanahun
ABSTRACT OF COST
###
### #REF!
S.N. Description of work Quantity Unit Rate Amount Remarks
E Earthwork Excavation WUA Cont.
1 E/W excavation for foundation in GM soil #REF! m3 82.5 #REF!
2 #REF! #REF! m3
770.7 #REF!
4 #REF! #REF! m3
209.0 #REF!
#REF!

Estimated By Checked By Approved By

 Rate Analysis
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
1. Site clearance
Excavating 15-20 cm of the top soil including Labour Unskilled 0.160 MD 815.00 130.40
1.8 1.1 1 sq.m 134.31 20.15 154.46 154.45
disposal outside of the construction site Tools & equipment @ 3% of Unskilled Labour 3.91

2. Earth work in excavation

Earthwork in excavation for all purposes in hard Labour Unskilled 0.800 MD 815.00 652.00
2.2 2.2 clay and moorum rock mixed soil including a 1 Cu.m 671.56 100.73 772.29 772.29
lead of 10 m and a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 19.56
Earthwork in excavation for soft soil with Labour Unskilled 1.000 MD 815.00 815.00
2.9 2.1 1 Cu.m 839.45 125.92 965.37 965.36
disposal Tools & equipment @ 3% of Unskilled Labour 24.45
Earthwork in excavation for all purposes in hard Labour Unskilled 1.360 MD 815.00 1,108.40
2.21 2.3 gravel mixed soil including a lead of 10 m and 1 Cu.m 1,141.65 171.25 1,312.90 1,312.89
a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 33.25
Earthwork in excavation under shallow water Labour Unskilled 2.500 MD 815.00 2,037.50
2.22 2.3 depth for all purposes in hard gravel mixed soil 1 Cu.m 2,098.63 314.79 2,413.42 2,413.41
including a lead of 10 m and a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 61.13
Earthwork in excavation for all purposes in Labour Unskilled 1.590 MD 815.00 1,295.85
2.14 2.4 boulder mixed soil including a lead of 10 m and 1 Cu.m 1,334.73 200.21 1,534.93 1,534.93
a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 38.88
Earthwork in excavation for all purposes in hard 5.000
rock without chisel without blasting including a Labour Unskilled MD 815.00 4,075.00
2.6 a 2.5 1 Cu.m 4,197.25 629.59 4,826.84 4,826.83
lead of 10 m and a lift of 1.5 m
Tools & equipment @ 3% of Unskilled Labour 122.25
Earthwork in excavation for all purposes in hard Labour Unskilled 24.200 MD 815.00 19,723.00
2.6b 2.6 rock with chisel without blasting including a 1 Cu.m 20,314.69 3,047.20 23,361.89 23,361.89
lead of 10 m and a lift of 1.5 m Tools & equipment @ 3% of Unskilled Labour 591.69
Earth filling, including a lead of 10 m, with
ordinary soil in 15 cm thick layers, spreading 0.500
2.25 a 2.6 1 Cu.m Labour Unskilled MD 815.00 407.50 419.73 62.96 482.68 482.68
and manual compaction after each layer with
watering
Tools & equipment @ 3% of Unskilled Labour 12.23
Earth filling, including a lead of 10 m, with
0.250
ordinary soil in 15 cm thick layers, spreading Labour Unskilled MD 815.00 203.75
2.25b 2.7 and manual compaction after each layer without 1 Cu.m 209.86 31.48 241.34 241.34
sprinkling water
Tools & equipment @ 3% of Unskilled Labour 6.11

3. Earth work by excavator

11 3.1
Earthwork in excavation for soft soil including 1 Cu.m 65.70 9.86 75.56 75.55
disposal by excavator
3.2
Earthwork in excavation for GMS including 1 Cu.m 65.70 9.86 75.56 75.55
disposal by excavator
3.2
Earthwork in excavation under shallow water in 1 Cu.m 65.70 9.86 75.56 75.55
BMS including disposal by excavator
3.3
Earthwork in excavation for BMS by machine 1 Cu.m 65.70 9.86 75.56 75.55

3.4
Earthwork in excavation for soft rock by 1 Cu.m 123.30 18.49 141.80 141.79
machine
3.5
Earthwork in excavation for medium rock by 1 Cu.m 398.70 59.80 458.51 458.50
machine
3.6
Earthwork in excavation for hard rock by 1 Cu.m 597.60 89.64 687.24 687.24
 Rate Analysis
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
1 2 3
Earthwork in excavation for hard rock by 4 5 6 7 8 9 10 11 12 13 14 15
3.6 1 Cu.m 597.60 89.64 687.24 687.24
machine

4. Rubble Stone Masonry work

Stone (rubble) masonry work upto 5 m height of Skilled Mason 1.500 MD 990.00 1,485.00
Labour
wall including collection of hard block stones, Unskilled 5.000 MD 815.00 4,075.00
preparation ofcement mortar and a lead of Cement 0.194 MT 19,055.00 3,696.67
6.1_a 4.1 cement 1m in 1:3 Cement Mortar 1 Cu.m 12,763.29 1,914.49 14,677.78 14,677.78
Sand 0.420 Cu.m 2,671.00 1,121.82
Materials
Block Stone 1.000 Cu.m 2,168.00 2,168.00
Bond Stone 0.100 Cu.m 2,168.00 216.80
Stone (rubble) masonry work upto 5 m height of Skilled Mason 1.500 MD 990.00 1,485.00
Labour
wall including collection of hard block stones, Unskilled 5.000 MD 815.00 4,075.00
preparation of cement mortar and a lead of Cement 0.159 MT 19,055.00 3,029.75
6.3b 4.2 cement 1m in 1:4 Cement Mortar 1 Cu.m 12,176.49 1,826.47 14,002.97 14,002.96
Sand 0.450 Cu.m 2,671.00 1,201.95
Materials
Block Stone 1.000 Cu.m 2,168.00 2,168.00
Bond Stone 0.100 Cu.m 2,168.00 216.80
5. Cement Concrete Works
Concreting of foubdations, vertical faces,walls of Skilled Mason 1.000 MD 990.00 990.00
Labour
ratio 1:3:6 (M10) including of supply of Unskilled 4.000 MD 815.00 3,260.00
materials and haulage distance up to 30 m Cement 0.220 MT 19,055.00 4,192.10
7.2c 5.1 1 Cu.m Aggregate: 12,205.49 1,830.82 14,036.31 14,036.31
Materials 40mm 0.650 Cu.m 2,818.00 1,831.70
20mm 0.240 Cu.m 2,818.00 676.32
Coarse sand 0.470 Cu.m 2,671.00 1,255.37
Concreting of foubdations, vertical faces,walls of Skilled Mason 1.000 MD 990.00 990.00
Labour
ratio 1:2:4 (M15) including of supply of Unskilled 4.000 MD 815.00 3,260.00
materials and haulage distance up to 30 m with Cement 0.320 MT 19,055.00 6,097.60
crushed aggregate for headworks Aggregate:
7-2d 5.2 1 Cu.m 13,931.50 2,089.72 16,021.22 16,021.21
40mm 0.520 Cu.m 2,818.00 1,465.36
Materials
20mm 0.220 Cu.m 2,818.00 619.96
10mm 0.110 Cu.m 2,818.00 309.98
Coarse sand 0.445 Cu.m 2,671.00 1,188.60
Concreting of super structure, vertical faces,wall Skilled Mason 1.000 MD 990.00 990.00
Labour
of ratio 1:1.5:3(M20) including of supply of Unskilled 4.000 MD 815.00 3,260.00
materials and haulage distance up to 30m with Cement 0.400 MT 19,055.00 7,622.00
7.4 b 5.3 crushed aggregate for headworks 1 Cu.m Aggregate: 15,430.65 2,314.60 17,745.25 17,745.25
Materials 20mm 0.570 Cu.m 2,818.00 1,606.26
10mm 0.290 Cu.m 2,818.00 817.22
sand 0.425 Cu.m 2,671.00 1,135.18
Concreting of super structure, vertical faces,wall Skilled Mason 1.000 MD 990.00 990.00
Labour
of ratio 1:1:2 (M25) including of supply of Unskilled 4.000 MD 815.00 3,260.00
materials and haulage distance up to 30m with Cement 0.610 MT 19,055.00 11,623.55
7.4c 5.4 crushed aggregate for ring 1 Cu.m Aggregate: 19,404.02 2,910.60 22,314.63 22,314.62
Materials 20mm 0.640 Cu.m 2,818.00 1,803.52
10mm 0.210 Cu.m 2,818.00 591.78
sand 0.425 Cu.m 2,671.00 1,135.18
Concreting of found ...vert. faces, walls and Skilled Mason 0.300 MD 990.00 297.00
Labour
abutments (plum concrete) 1:2:4 including Unskilled 4.000 MD 815.00 3,260.00
supply of materials & haulage distance up to Cement 0.320 MT 19,055.00 6,097.60
30m Stone (225 mm) 0.130 Cu.m 2,168.00 281.84
00-07 5.4 1 Cu.m 13,228.72 1,984.31 15,213.02 15,213.02
Materials
 Rate Analysis
Concreting of found ...vert. faces, walls and Input
GON Item abutments (plum concrete)of1:2:4 including Contractor
Description Works Qty Unit Total Grand total Unit Rate
Norms Code supply of materials & haulage distance up to Resource description quantity unit rate amount Overhead
1 2 30m 3 4 5 6 7 8 9 10 11 12 13 14 15
00-07 5.4 1 Cu.m 13,228.72 1,984.31 15,213.02 15,213.02
Aggregate: Cu.m
Materials
20mm 0.570 Cu.m 2,768.00 1,577.76
10mm 0.190 Cu.m 2,768.00 525.92
sand 0.445 Cu.m 2,671.00 1,188.60
Cutting, bending, placing in position according Skilled Mason 12.000 MD 990.00 11,880.00
Labour
to the drawing and binding of M.S. rod for Unskilled 12.000 MD 815.00 9,780.00
7.5 5.6
R.C.C. works including a lead of 30 m 1000 KG 121,844.78 18,276.72 140,121.49 140.12
M.S.Bar 1.050 MT 94,325.31 99,041.58
materials
Binding Wire 10.000 KG 114.32 1,143.20
6. Formworks
Making wooden forms for floor and slab
including supply & selection of material, fixing Skilled Mason 1.440 MD 990.00 1,425.60
Labour
nailing, placing separators, dismantalling forms Unskilled 2.100 MD 815.00 1,711.50
8-2b 6.2 10 sq.m 7,765.83 1,164.87 8,930.70 893.07
and hauling up to 30m distance( no of use = 6 nails 2.500 KG 122.32 305.80
materials
times) Timber framework 0.065 CUM 66,506.56 4,322.93
7. Wood works
Carpenter 1.500 MD 990.00 1,485.00
Labour
Supplying and fitting sal wood frame for doors unskilled 0.150 MD 815.00 122.25
10.1.a 7.1 and windows. (Door Size - 900 x 2100 mm. ) = 0.045 Cu.m salwood 0.044 CUM 173,479.25 7,633.09 9,360.34 1,404.05 10,764.39 239,208.61
0.045 m3 materials Holdfast 4.000 No. 20.00 80.00
Screw 8.000 No. 5.00 40.00
Carpenter 10.000 MD 990.00 9,900.00
Labour
unskilled 1.000 MD 815.00 815.00
salwood 0.084 CUM 173,479.25 14,572.26
Supplying and fitting sal wood panneled door Hinges 6.000 No. 25.00 150.00
10.2 7.1 shutter.~2.5cm thick, 2.12 sq.m 26,387.26 3,958.09 30,345.35 14,313.84
(Door Size - 1.07 x 1.982mm. ) = 2.12 m2 Bolts 2.000 No. 150.00 300.00
materials
Locking set 1.000 No. 250.00 250.00
Handles 2.000 No. 150.00 300.00
Screw Approx No. 100.00 100.00
Carpenter 34.000 MD 990.00 33,660.00
Labour
7.1 Febrication and installation of stops logs 1 Cu.m unskilled 3.400 MD 815.00 2,771.00 227,258.18 34,088.73 261,346.90 261,346.90
materials salwood 1.100 CUM 173,479.25 190,827.18
8. Flooring works
Filling by stone in the foundation and levelling Skilled 0.000 MD 990.00 -
Labour
including haulage distance upto 30m (stone Unskilled 1.500 MD 815.00 1,222.50
6.5 8.2 soling) 1 Cu.m 3,824.10 573.62 4,397.72 4,397.71
Block stone 1.200 cu.m 2,168.00 2,601.60
materials
Sand 0.000 cum 2,671.00 -
Boulder Filling around well with 50m lead Skilled 0.000 MD 990.00 -
Labour
Unskilled 0.500 MD 815.00 407.50
(6-5) 8.3 1 Cu.m 2,575.50 386.33 2,961.83 2,961.82
Block stone 1.000 Cu.m 2,168.00 2,168.00
materials
Sand 0.000 cum 2,671.00 -

9. Plastering Works
12.5mm thick cement plastering works in 1:3 Skilled 12.000 MD 990.00 11,880.00
Labour
ratio in wall and floor Unskilled 16.000 MD 815.00 13,040.00
12.1b 9.1 100 sq.m 40,248.26 6,037.24 46,285.49 462.85
Cement 0.625 MT 19,055.00 11,909.38
materials
Sand 1.280 cum 2,671.00 3,418.88
20mm thick cement sand plastering works in 1:3 Skilled 14.000 MD 990.00 13,860.00
Labour
ratio in wall and floor Unskilled 19.000 MD 815.00 15,485.00
12.4a 9.2 100 sq.m 52,846.25 7,926.94 60,773.19 607.73
cement 0.960 MT 19,055.00 18,292.80
materials
Sand 1.950 cum 2,671.00 5,208.45
 Rate Analysis
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
3mm thick fine cement rubbing work Skilled 10.000 MD 990.00 9,900.00
Labour
14.8 9.3 100 sq.m Unskilled 10.000 MD 815.00 8,150.00 27,920.49 4,188.07 32,108.56 321.08
materials cement 0.518 MT 19,055.00 9,870.49
 Rate Analysis
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
10. HDPE Pipeline works
160 mm HDPE pipe PN-6 , PE-100, NS-40 Plumber 2.000 M.D 990.00 1,980.00
Labour Plumber Helper 2.000 M.D 815.00 1,630.00
Unskilled 4.000 M.D 815.00 3,260.00
7,182.44 1,077.37 8,259.80 165.19
17.2 10.1 50 m materials Petrol 1.000 ltr 110.00 110.00
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 6,870.00 172.44
HDPE 160/6 50.000 m 949.64 47,482.00 47,482.00 7,122.30 54,604.30 1,092.08

110 mm HDPE pipe PN-6 PE-100, NS-40 Plumber 1.500 M.D 990.00 1,485.00
Labour Plumber Helper 1.500 M.D 815.00 1,222.50
Unskilled 3.000 M.D 815.00 2,445.00
5,421.83 813.27 6,235.10 124.70
17.2 10.1 50 m materials Petrol 1.000 ltr 110.00 110.00
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 5,152.50 129.33
HDPE 110/6 50.000 m 448.38 22,419.00 22,419.00 3,362.85 25,781.85 515.63

90 mm HDPE pipe PN-6 PE-100, NS-40 Plumber 1.000 M.D 990.00 990.00
Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
3,556.72 533.51 4,090.23 81.80
17.2 10.2 50 m materials Petrol 0.050 ltr 110.00 5.50
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 3,435.00 86.22
HDPE 90/6 50.000 m 301.10 15,055.00 15,055.00 2,258.25 17,313.25 346.26

75 mm HDPE pipe PN-6 PE-100, NS-40 Plumber 1.000 M.D 990.00 990.00
Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
3,556.72 533.51 4,090.23 81.80
17.2 10.3 50 m materials Petrol 0.050 ltr 110.00 5.50
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 3,435.00 86.22
HDPE 75/6 50.0 m 213.24 10,662.00 10,662.00 1,599.30 12,261.30 245.22

63 mm HDPE pipe PN-6,PE-100 Plumber 1.000 M.D 990.00 990.00

Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
3,591.92 538.79 4,130.71 82.61
17.2 10.4 50 m materials Petrol 0.370 ltr 110.00 40.70
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 3,435.00 86.22
HDPE 63/6 50.0 m 148.98 7,449.00 7,449.00 1,117.35 8,566.35 171.32

50 mm HDPE pipe PN-6,PE-100 Plumber 1.500 M.D 990.00 1,485.00

Labour Plumber Helper 1.500 M.D 815.00 1,222.50
Unskilled 3.000 M.D 815.00 2,445.00
5,352.53 802.88 6,155.41 6.15
17.2 10.5 1000 m materials Petrol 0.370 ltr 110.00 40.70
Tools & Eqpt. 1 day 30.00 30.00
Equipment Miscellaneous 2.51% % 5,152.50 129.33
HDPE 50/6 1000 m 107.47 107,470.00 107,470.00 16,120.50 123,590.50 123.59
 Rate Analysis
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
32 mm HDPE pipe PN-10 PE-100 Plumber 1.500 M.D 990.00 1,485.00
Labour Plumber Helper 1.500 M.D 815.00 1,222.50
Unskilled 3.000 M.D 815.00 2,445.00
5,352.53 802.88 6,155.41 6.15
17.2 10.6 1000 m materialsPetrol 0.370 ltr 110.00 40.70
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 5,152.50 129.33
HDPE 40/6 1000 m 95.24 95,240.00 95,240.00 14,286.00 109,526.00 109.52

32 mm HDPE pipe PN-10 PE-100 Plumber 1.000 M.D 990.00 990.00

Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 3.000 M.D 815.00 2,445.00
4,414.18 662.13 5,076.30 5.07
17.2 10.7 1000 m materialsPetrol 0.250 ltr 110.00 27.50
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 4,250.00 106.68
HDPE 32/10 1000 m 60.84 60,840.00 60,840.00 9,126.00 69,966.00 69.96

Supply, laying, levelling, jointing of various Plumber 1.000 M.D 990.00 990.00
diameter 25 mm (10 kg/cm²) HDEP pipes Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
3,578.72 536.81 4,115.53 4.11
17.2 10.8 1000 m materialsPetrol 0.250 ltr 110.00 27.50
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 3,435.00 86.22
HDPE 25/10 1000 m 44.92 44,920.00 44,920.00 6,738.00 51,658.00 51.65

Supply, laying, levelling, jointing of various Plumber 1.000 M.D 990.00 990.00
diameter 20 mm (10 kg/cm²) HDEP pipes Labour Plumber Helper 1.000 M.D 815.00 815.00
Unskilled 2.000 M.D 815.00 1,630.00
3,578.72 536.81 4,115.53 4.11
17.2 10.9 1000 m materials Petrol 0.250 ltr 110.00 27.50
Tools & Eqpt. 1.000 day 30.00 30.00
Equipment Miscellaneous 2.51% % 3,435.00 86.22
HDPE 20/10 1000 m 34.97 34,970.00 34,970.00 5,245.50 40,215.50 40.21

Supply laying, levelling, jointing of (125mm) 5 Plumber 2.000 M.D 990.00 1,980.00
inch GI pipes as per specification Labour Plumber Helper 2.500 M.D 815.00 2,037.50
Unskilled 5.000 M.D 815.00 4,075.00
9,104.06 1,365.61 10,469.67 348.98
17.2 10.10 30 m materials Red level paint 10.00% LC 8,092.50 809.25

Equipment Miscellanious 2.50% % 8,092.50 202.31

5" GI Pipe 30.000 m 2,992.50 89,775.00 89,775.00 13,466.25 103,241.25 3,441.37

Supply laying, levelling, jointing of (100mm) 4 Plumber 1.750 M.D 990.00 1,732.50
inch GI pipes as per specification Labour Plumber Helper 2.000 M.D 815.00 1,630.00
Unskilled 4.000 M.D 815.00 3,260.00
7,450.31 1,117.55 8,567.86 285.59
17.2 10.11 30 m materials Red level paint 10.00% LC 6,622.50 662.25

Equipment Miscellanious 2.50% % 6,622.50 165.56

4" GI Pipe 30.000 m 2,089.31 62,679.30 62,679.30 9,401.89 72,081.19 2,402.70

Supply, laying, levelling, jointing of (65,80mm) Plumber 1.250 M.D 990.00 1,237.50
3 inch GI pipes as per specification Labour Plumber Helper 2.000 M.D 815.00 1,630.00

5,976.56 896.48 6,873.05 229.10

17.4-1 10.12 30 m
 Rate Analysis
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
Supply, laying, levelling, jointing of (65,80mm)
1 2 3 inch GI pipes as per specification
3 4 5 6
Labour 7 8 9 10 11 12 13 14 15
Unskilled 3.000 M.D 815.00 2,445.00
5,976.56 896.48 6,873.05 229.10
17.4-1 10.12 30 m materials Red level paint 10.00% LC 5,312.50 531.25

Equipment Miscellanious 2.50% % 5,312.50 132.81

3" GI Pipe 30.000 m 1,429.36 42,880.80 42,880.80 6,432.12 49,312.92 1,643.76

Supply laying, levelling, jointing of (40, 50mm) Plumber 0.750 M.D 990.00 742.50
2 inch GI pipes as per specification Labour Plumber Helper 2.000 M.D 815.00 1,630.00
Unskilled 2.000 M.D 815.00 1,630.00
4,502.81 675.42 5,178.23 172.60
17.2 10.13 30 m materials Red level paint 10.00% LC 4,002.50 400.25

Equipment Miscellanious 2.50% % 4,002.50 100.06

2" GI Pipe 30.000 m 839.01 25,170.30 25,170.30 3,775.54 28,945.84 964.86

Supply, laying, levelling, jointing of (25, 32mm) Plumber 0.500 M.D 990.00 495.00
1 inch GI pipes as per specification Labour Plumber Helper 1.500 M.D 815.00 1,222.50
Unskilled 1.500 M.D 815.00 1,222.50
3,307.50 496.13 3,803.63 126.78
17.2 10.14 30 m materials Red level paint 10.00% LC 2,940.00 294.00

Equipment Miscellanious 2.50% % 2,940.00 73.50

1" GI Pipe 30.000 m 427.98 12,839.40 12,839.40 1,925.91 14,765.31 492.17
Barbed wire fencing works with 5 rows & two Skilled 1.000 M.D 990.00 990.00
Labour
diagonal barbed wires 15 column at 2m spacing. Unskilled 2.000 M.D 815.00 1,630.00
24.7 10.14 size of angle column is 50 mm*50mm*2.1m 30 m Angle member 79.128 kg 148.32 11,736.26 39,839.01 5,975.85 45,814.87 1,527.16
Equipment Barbed wire 250 m 101.70 25,425.00
U-Hook 77.000 Nr 0.75 57.75

11. Gabion Works

3m x1.5 m x0.75m size Gabion box fabrication Skilled 0.600 M.D 990.00 594.00
Labour
including cutting of wires, Mesh wire 8 swg, m2/ Unskilled 0.300 M.D 815.00 244.50
16.9c 11.1 15.75 3,801.41 570.21 4,371.62 277.56
Selvedge wire 6 swg (rectangular Mesh type Box Gabion GI Wire 31.750 KG 93.32 2,962.91
materials
150mm x 150mm) Selvede Wire KG 93.32 -
Skilled 0.500 M.D 990.00 495.00
Labour
16.11 11.2 Filling of Gabion box with boulder 1 Cu.m Unskilled 0.000 M.D 815.00 - 2,663.00 399.45 3,062.45 3,062.45
materials Block stone 1.000 Cu.m 2,168.00 2,168.00
Supply and laying of Geotextile (Labour Skilled 0.000 M.D 990.00 - 209.47
Labour
adopted as laying one layer of polythene sheet(500 gauge)) Unskilled 0.050 M.D 815.00 40.75
27.12I 11.3 1 sq.m 182.15 27.32 209.48
materials Geotextile 1.150 KG 101.70 116.96
Machinary Tools 3.00% lab. Cost 815.00 24.45
Skilled 0.450 M.D 990.00 445.50
Labour
11.4 Filling of Filter Material 1 Cu.m Unskilled 0.200 M.D 815.00 163.00 3,708.30 556.25 4,264.55 4,264.54
materials 20mm Aggregates 1.100 Cu.m 2,818.00 3,099.80

12. Dismentaling work

removing demolished materials 10m. aWay from Skilled M.D -
the site. Labour
19-2 12.1 1 Cu.m Unskilled 2.120 M.D 815.00 1,727.80 1,727.80 259.17 1,986.97 1,986.97
materials Cu.m -

away from the site Skilled M.D -

Labour
19.4 12.2 1 Cu.m 3,260.00 489.00 3,749.00 3,749.00
 Rate Analysis
GON Item Input Contractor
Description of Works Qty Unit Total Grand total Unit Rate
Norms Code Resource description quantity unit rate amount Overhead
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Labour
19.4 12.2 1 Cu.m Unskilled 4.000 M.D 815.00 3,260.00 3,260.00 489.00 3,749.00 3,749.00
materials Cu.m -
 Transportation Distance
Metalled Gravelled Earthern Manual
S.N. Materials Market/ Source
(km) (km) (km) (km)
1 Sand (if collection) Local 0 0 0.05
2 Aggregates (if collection) Local 0 0 0.05
3 Stone (if collection) Local 0 0 0 0.05
4 Timber Local 0 0 0 0.05
5 Other Materials Devkota Chowk 0 25 0 0.05

Transportation Distances (Km) Truck/ Tract. Transporation Charge Manual Total

Wight (kg)
S.No Materials Unit Unit Rate Market/Source Type of Loading Tranportation Loading transportation Transporation Unit Rate at Site
per unit Metalled Gravel Earthen Manual Total
Charges /Unloading Charges Cost
1 Cement MT 1000 16,700.00 manthli - 25.00 - 0.05 Convienient 1,875.00 420.00 2,295.00 60.00 2,355.00 19,055.00
2 Tor Steel MT 1000 90,000.000 manthli - 25.00 - 0.05 In-Convienient 3,750.00 460.00 4,210.00 115.31 4,325.31 94,325.31
3 Binding Wire Kg 1 110.00 manthli - 25.00 - 0.05 In-Convienient 3.75 0.46 4.21 0.12 4.33 114.32
4 GI Wire Kg 1 89.00 manthli - 25.00 - 0.05 In-Convienient 3.75 0.46 4.21 0.12 4.33 93.32
5 Nails Kg 1 118.00 manthli - 25.00 - 0.05 In-Convienient 3.75 0.46 4.21 0.12 4.33 122.32
6 Timber (Local) cum. 522 66,206.25 manthli - - - 0.05 InConvienient - 240.12 240.12 60.19 300.31 66,506.56
7 Sal Timber 1cum=800 kg) cum. 800 173,019.00 manthli - - - 0.05 InConvienient - 368.00 368.00 92.25 460.25 173,479.25
8 Aggregates (Local) cum 1600.00 2,050.00 manthli - - - 0.05 Convienient - 672.00 672.00 96.00 768.00 2,818.00
9 Aggregate crushed cum 1600.00 2,000.00 manthli - - - 0.05 Convienient - 672.00 672.00 96.00 768.00 2,768.00
10 Sand (Local) cum 1450.00 1,975.00 manthli - - - 0.05 Convienient - 609.00 609.00 87.00 696.00 2,671.00
11 Sand (Crusher) cum 1450.00 2,500.00 manthli - - - 0.05 Convienient - 609.00 609.00 87.00 696.00 3,196.00
12 Stone (Local) cum 1600.00 1,400.00 manthli - - - 0.05 Convienient - 672.00 672.00 96.00 768.00 2,168.00
13 Rubber Seal Rm 2.00 600.00 manthli - 25.00 - 0.05 Convienient 3.75 0.84 4.59 0.12 4.71 604.71
14 Steel Trashrack Kg 1.00 144.00 manthli - 25.00 - 0.05 InConvienient 3.75 0.46 4.21 0.12 4.33 148.32
15 Irrigation gate Kg 1.00 286.00 manthli - 25.00 - 0.05 InConvienient 3.75 0.46 4.21 0.12 4.33 290.32
16 160 mm HDPE pipe PN-6 , PE-100, NS-40 Rm 3.340 935.20 manthli - 25.00 - 0.05 InConvienient 12.52 1.54 14.06 0.39 14.45 949.64
16 110 mm HDPE pipe PN-6 PE-100, NS-40 Rm 1.577 441.56 manthli - 25.00 - 0.05 InConvienient 5.91 0.73 6.64 0.18 6.82 448.38
17 90 mm HDPE pipe PN-6 PE-100, NS-40 Rm 1.059 296.52 manthli - 25.00 - 0.05 InConvienient 3.97 0.49 4.46 0.12 4.58 301.10
19 75 mm HDPE pipe PN-6 PE-100, NS-40 Rm 0.750 210.00 manthli - 25.00 - 0.05 InConvienient 2.81 0.35 3.16 0.09 3.24 213.24
21 63 mm HDPE pipe PN-6,PE-100 Rm 0.524 146.72 manthli - 25.00 - 0.05 InConvienient 1.97 0.24 2.21 0.06 2.27 148.98
23 50 mm HDPE pipe PN-6,PE-100 Rm 0.378 105.84 manthli - 25.00 - 0.05 InConvienient 1.42 0.17 1.59 0.04 1.63 107.47
24 40mm HDPE PN-10 PE-100 Rm 0.335 93.80 manthli - 25.00 - 0.05 InConvienient 1.26 0.15 1.41 0.04 1.45 95.24
25 32 mm HDPE pipe PN-10 PE-100 Rm 0.214 59.92 manthli - 25.00 - 0.05 InConvienient 0.80 0.10 0.90 0.02 0.93 60.84
26 25 mm HDPE pipe PN-12.5 PE-100 Rm 0.158 44.24 manthli - 25.00 - 0.05 InConvienient 0.59 0.07 0.67 0.02 0.68 44.92
27 20 mm HDPE pipe PN-16 PE-100 Rm 0.123 34.44 manthli - 25.00 - 0.05 InConvienient 0.46 0.06 0.52 0.01 0.53 34.97
27 1" GI pipe medium class Rm 2.540 417.00 manthli - 25.00 - 0.05 InConvienient 9.53 1.17 10.69 0.29 10.99 427.98
28 2" GI pipe medium class Rm 5.320 816.00 manthli - 25.00 - 0.05 InConvienient 19.95 2.45 22.40 0.61 23.01 839.01
29 3" GI pipe medium class Rm 8.870 1,391.00 manthli - 25.00 - 0.05 InConvienient 33.26 4.08 37.34 1.02 38.37 1,429.36
30 4" GI pipe medium class Rm 16.950 2,016.00 manthli - 25.00 - 0.05 InConvienient 63.56 7.80 71.36 1.95 73.31 2,089.31
31 5" GI pipe medium class Rm 20.000 2,906.00 manthli - 25.00 - 0.05 InConvienient 75.00 9.20 84.20 2.31 86.51 2,992.50
32 Barbed wire (12 Gauge) kg 1.000 100.00 manthli - 6.00 0.15 InConvienient 0.90 0.46 1.36 0.35 1.71 101.70
33 Geotextile Sqm 1.060 80.00 manthli - 6.00 0.15 Convienient 0.48 0.45 0.92 0.37 1.29 81.28
 DISTRICT RATES FOR FY 2079/80
Rate of Labours
S.N. Labour Type Unit Rate Remarks
1 Skilled md 990.00
2 Unskilled md 815.00
3 Semi Skilled md 815.00

District Rate of Construction Materials

S.N. Material Name Unit Rate (NRs) Remarks
22 Sand m3 1,975.00
23 Stone (Broken) 1,400.00
24 Aggregate Round 10-25 mm m3 2,050.00
25 Aggregate crushed
10-20 mm m3 2,000.00
20-40 mm m3 2,000.00
32-40 mm m3 2,000.00
1 Cement 50kg/ bag 835.00
3 GI Wire Commercial coated (8 gauge) Kg 89.00
4 Binding wire Kg 110.00
5 TMT Steel Bars Kg 90.00
7 Nails Kg 118.00
8 HDPE Pipe Kg 280.00
9 1" GI medium class Pipe Rm 417.00
10 2" GI medium class Pipe Rm 816.00
11 3" GI medium class Pipe Rm 1,391.00
12 4" GI medium class Pipe Rm 2,016.00
13 5" GI medium class Pipe Rm 2,906.00
14 Barbed wire (12 Gauge) kg 100.00 LS
15 Chicken Net sq m 72.00
16 Geotextile sq m 80.00
17 U hook No 0.75 LS
18 Irrigation gate Kg 286.00 LS
19 Trashrack Kg 144.00 LS
20 Rubber Seal kg 600.00 LS
21 Timber (Local) m3 66,206.25
22 Timber (Saal) m3 173,019.00
Transportation
Market
S.N. Description of work Unit Rate (NRs)
Location
Vehicular Transportation- Easy Materials
1 Metalled road ton/ Km 18.00
2 Gravelled road ton/ Km 75.00
3 Earthen road ton/ Km 75.00
Vehicular Transportation- Difficult Materials
4 Metalled road ton/ Km 18.00
5 Gravelled road ton/ Km 150.00
6 Earthen road ton/ Km 150.00
Manual Transportation'
7 Manual- Easy materials kg/ Kosh 3.84
8 Manual- Difficult materials kg/ Kosh 7.38
9 Loading & Unloading- Easy material Quintal 42.00
10 Loading & Unloading- Difficult material Quintal 46.00