Province Government

Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Approved District Rate of Okhaldhunga (F.Y. 2080/81)

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of work: Construction of intake, Settling Basin, Lining etc
Multiplyin
Description of Item Rate Unit Rate Unit Remarks
g Factor
A Materias
1 Cost of Stone (River stone) 58.11 /cft 35.28 2050.00 /m3
2 Cost of Stone (Quarry) 63.78 /cft 35.28 2250.00 /m3
3 Cost of Sand (crusher) 62.36 /cft 35.28 2200.00 /m3
4 Cost of Aggregate crusher( 20-40 mm) 44.64 /cft 35.28 1575.00 /m3
5 Local Wood 708.62 /cft 35.28 25000.00 /m3
6 Cost of Cement ( 50kg bag) 700.00 /bag 20.00 14000.00 Mt
Machine made gabion box
7 (MBG/10x12/3.0/3.9/2.4/ZN) 318.00 /sq.m. 1.00 318.00 /sq.m.
8 Reinforcement 101.00 /kg 1000.00 101000.00 /Mt
9 Binding Wire 123.00 /kg 1.00 123.00 /kg
10 Nail 135.00 /kg 1.00 135.00 /kg
11 6" Wide 6mm thick Rubber Seal 750.00 /m 1.00 750.00 /m
12 PE-100, PN-6 110 mm HDP Pipe 255.00 /kg 1.550 395.25 /m
14 PE-100, PN-6 160 mm HDP Pipe 255.00 /kg 3.290 838.95 /m
14 PE-100, PN-6 180 mm HDP Pipe 255.00 /kg 4.160 1060.80 /m
15 PE-100, PN-6 200 mm HDP Pipe 255.00 /kg 5.130 1308.15 /m
16 Geotextile 110.00 /sqm 1.000 110.00 /sqm
B Manpower
1 Skilled Labour 1144.00 / md 1.00 1144.00 /md
2 Unskilled Labour 955.00 /md 1.00 955.00 /md
Plumber 1121.00 /md 1.00 1121.00 /md
Helper 992.00 /md 1.00 992.00 /md
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Collection of Materials

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of work: Construction of intake, Settling Basin, Lining etc
Mettalled Road 10.00 Km
Gravelled Road 0.00 Km
Manual transportation Distance By labour 0.200 Km
Transportation by truck Pitched Road Easy Materails 10.000 Rs/Quintal/km
Transportation by truck Gravelled Road Easy Materails 10.000 Rs/Quintal/km
Transportation by truck Pitched Road Un Easy Materails 18.000 Rs/Quintal/km
Transportation by truck gravelled Road Un Easy Materails 18.000 Rs/Quintal/km
Transportation By Labours Easy materails 1.088 Rs/Kg/km
Transportation By Labours Un Easy materails 1.243 Rs/Kg/km
Loading and Unloading Easy materials 0.3200 Rs/kg
Loading and Unloading UnEasy materials 0.3600 Rs/kg

1 Cement Unit /M.ton

a) District Rate Rs 14000.00
b) Transportation by Truck (10.00*10.00)/100*1000+(0.00*10.00)/100*1000) Rs 1000.00
c) Manual transportation (0.20*1.09)*1000) Rs 217.53
d) Loading/Unloading (0.31*1000) Rs 320.00
Cost /M.t. Rs 15537.53
Cost /Bag Rs 776.88

2 Sand Unit /m3

a) District Rate Rs 2200.00
b) Transportation by Truck (10.00*10.00)/100*1450+(0.00*10.00)/100*1450) Rs 1450.00
c) Manual transportation (0.20*1.09)*1450) Rs 315.41
d) Loading/Unloading (0.00*1450) Rs 0.00
Cost /m3 Rs 3965.41

3 Aggregates Unit /m3

a) District Rate Rs 1575.00
b) Transportation by Truck (10.00*10.00)/100*1600+(0.00*10.00)/100*1600) Rs 1600.00
c) Manual transportation (0.20*1.09)*1600) Rs 348.04
d) Loading/Unloading (0.00*1600) Rs 0.00
Cost /m3 Rs 3523.04

4 Stone/Boulder Unit /m3

a) District Rate Rs 2050.00
b) Transportation by Truck (10.00*10.00)/100*2400+(0.00*10.00)/100*2400) Rs 2400.00
c) Manual transportation (0.20*1.09)*2400) Rs 522.06
d) Loading/Unloading (0.00*2400) Rs 0.00
Cost /m3 Rs 4972.06

5 Local Wood Unit /m3

a) District Rate Rs 25000.00
b) Transportation by Truck (10.00*10.00)/100*535+(0.00*10.00)/100*535) Rs 535.00
c) Manual transportation (0.20*1.24)*535) Rs 116.38
d) Loading/Unloading (0.00*535) Rs 0.00
Cost /m3 Rs 25651.38

Machine made Mechanically

Selvedged double twist gabion
box (MBG/10x12/3.0/3.9/2.4/ZN)
7 Unit /sq.m.
a) District Rate Rs 318.00
 Collection of Materials

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
b) Transportation by Truck (10.00*18.00)/100*1.66+(0.00*18.00)/100*1.66) Rs 2.99
c) Manual transportation (0.20*1.24)*1.66) 1.66 kg per sq.m. Rs 0.41
d) Loading/Unloading (0.47*1.66) Rs 4.32
Cost /sq.m. Rs 325.72
 Collection of Materials

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga

8 Reinforcement Unit /M.ton

a) District Rate Rs 101000.00
b) Transportation by Truck (10.00*18.00)/100*1000+(0.00*18.00)/100*1000) Rs 1800.00
c) Manual transportation (0.20*1.24)*1000) Rs 248.60
d) Loading/Unloading (0.41*1000) Rs 360.00
Cost /M.t. Rs 103408.60
Cost /kg. Rs 103.40

13 PE 100, PN6 ,110 mm HDPE Pipe Unit /m

a District Rate Weight per meter 1.55 Rs 395.25

b Transportation by Truck (10.00*18.00)/100*1.55+(0.00*18.00)/100*1.55) Rs 2.79

c Manual transportation (0.20*1.24)*1.55) Rs 0.39
d) Loading/Unloading (0.47*1.55) Rs 0.558
Rs 398.98

13 PE 100, PN6 ,160 mm HDPE Pipe Unit /m

a District Rate Weight per meter 3.29 Rs 838.95

b Transportation by Truck (10.00*18.00)/100*3.29+(0.00*18.00)/100*3.29) Rs 5.92

c Manual transportation (0.20*1.24)*3.29) Rs 0.82
d) Loading/Unloading (0.47*1.55) Rs 1.184
Rs 846.87

13 PE 100, PN6 ,180 mm HDPE Pipe Unit /m

a District Rate Weight per meter 4.16 Rs 1060.80

b Transportation by Truck (10.00*18.00)/100*4.16+(0.00*18.00)/100*4.16) Rs 7.49

c Manual transportation (0.20*1.24)*4.16) Rs 1.03
d) Loading/Unloading (0.47*4.16) Rs 1.498
Rs 1070.82

13 PE 100, PN6 ,200 mm HDPE Pipe Unit /m

a District Rate Weight per meter 5.13 Rs 1308.15

b Transportation by Truck (10.00*18.00)/100*5.13+(0.00*18.00)/100*5.13) Rs 9.23

c Manual transportation (0.20*1.24)*5.13) Rs 1.28
d) Loading/Unloading (0.47*1.55) Rs 1.847
Rs 1320.51
 Province Government
Bagmati Province
Ministry of watersupply,Energy & Irrigation
Water Resource and Irrigation Development Division Bhaktapur
Jagati,Bhaktapur

ABSTRACT OF COST

Name of Project: Mathillo Dhugre khola Irrigation Project

Location:-Suryabinayak - 01 ,Bhaktapur
Name of Work : Construction of Intake ,RCC canal & canal structures

S.N. Description of Work Quantity Unit Rate Amount Remarks

A User's Payable & Contribution Part
Earth Work in excavation in boulder mix soil
1
including disposal (10m lead and 1.5m lift) 122.65 m3 1798.60 220,598.29
Earth Work in excavation in soft clay & silty soil
2
including disposal (10m lead and 1.5m lift) 37.77 m3 791.83 29,907.51

Earthwork for filling with ordinary soils in 15cm

3 thick layers and hand compaction withthout
sprinkling water (haulage distance 10m)
15.11 m3 282.80 4,272.48
Stone soling in foundation including haulage
4
distance upto 30m. 20.36 m3 8508.82 173,239.48
Concreting of Foundation, Vertical faces, walls in
5 ratio of (1:3:6) (M 10) including supplying of
materials and haulage distance 30 m. 9.27 m3 15388.71 142,653.37
Concrete work in slab, beams, vertical faces, wall
6 etc. in ratio of 1:2:4 (M 15) including supplying of
material and haulage 30m. 33.14 m3 16899.46 560,048.00
Cutting , Bending, placing in position as shown in
7 the Drawing & binding of Reinforcement Bars for
RCC works incl. haulage up to 30 m 1433.64 Kg 155.26 222,583.54
Wooden form work incl. supply & selection of mat
fixing , nailing according to drawing, placing
8
seperators dismentaling forms and hauling upto
30m. 320.60 m2 652.84 209,300.50
Rubble masonary works including supply of hard
stoneblocks,preparing cement mortar(1:6) &
9
construction of wall upto 5m high(haulage distance
up to 10m) 89.76 m3 17791.62 1,596,975.40
Supplying of mechanically selvedged double twist
wire mesh zinc coated gabion box having mesh size
10
(10*12cm) 3 mm mesh, wire 3.9mm selvedge wire
& 2.4mm wire -
a Gabion Box size (2.0x1.0x1.0) 21.00 nos #REF! #REF!
b Gabion Box size (3.0x1.0x0.50) 12.00 nos #REF! #REF!
11 Supplying and Filling of boulder in Gabion box 60.00 m3 6266.99 376,019.64
12 Site clearance, dewatering & Diversion work 1.00 Job 10000.00 10,000.00
Sub Total #REF!
VAT @ 13% for Vatable item #REF!
Contingencies @ 4% 112,000.00
Total Amount #REF!

User's Contribution #REF!

Prepared By: Checked By: Approved By:

 Total Payable Amount to User's with Vat 2,688,000.00

Prepared By: Checked By: Approved By:

 Rate Analysis Sheet

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work : Construction of Intake ,RCC canal & canal structures

Labor Rate

Labor Type Unit Rate (Rs)

Skilled day Rs 1,144.00

Unskilled day Rs 955.00

Material Rate at site

Site rate
Material Item Remarks
Unit Rate (Rs)
Cement MT Rs 15,537.53
Sand Cu.m. Rs 3,965.41
Aggregates Cu.m. Rs 3,523.04
Boulders Cu.m. Rs 4,972.06
Reinforcement steel MT Rs 103,408.60
Machine made Gabion box Sq.m. Rs 325.72
Nails kg Rs 135.00
Local Wood Cu.m. Rs 25,651.38
Binding wire kg Rs 124.00
PE100, PN 6, HDPE 110 mm Pipe rm Rs 398.98
PE100, PN 6, HDPE 160 mm Pipe rm Rs 846.87

PE100, PN 6, HDPE 180 mm Pipe rm Rs 1,070.82

PE100, PN 6, HDPE 200 mm Pipe rm Rs 1,320.51

 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work:Slab Culvert
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 11.70 791.83 9,264.44
Earthwork for filling with ordinary soils in 15cm
thick layers and hand compaction withthout
2 sprinkling water (haulage distance 10m) m3 10.530 282.80 2,977.85
Stone soling in foundation including haulage
3 distance upto 30m. m3 0.39 8,508.82 3,318.44
Concreting of Foundation, Vertical faces, walls in
ratio of (1:3:6) (M 10) including supplying of
4 materials and haulage distance 30 m. m3 1.95 15,388.71 30,007.99
Concrete work in slab, beams, vertical faces, wall
etc. in ratio of 1:2:4 (M 15) including supplying of
5 material and haulage 30m. m3 24.30 16,899.46 410,656.81
Cutting , Bending, placing in position as shown in
the Drawing & binding of Reinforcement Bars for
6 RCC works incl. haulage up to 30 m kg 2490.00 155.26 386,592.63
Wooden form work incl. supply & selection of
mat fixing , nailing according to drawing,
placing seperators dismentaling forms and hauling
7 upto 30m. m2 113.10 652.84 73,836.20
Total 916,654.36
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga

Norms Reference No : 2.1

Item Description : Earth Work in excavation in soft clay & silty soil including disposal (10m lead and 1.5m lift)
Unit : 1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Unskilled md 0.70 955.00 668.50 3% for T & P 20.05
Labour Total (A) 668.50 Materials Total (B) 0.00 Equipment Total(C) 20.05
Direct Cost (A+B+C) 688.55
Contractor's Overhead & Profit @15% 103.28
Sub Total 791.83 Rate /m3 = Rs 791.83
Norms Reference No : 2.1
Item Description : Earth Work in excavation in boulder mix soil including disposal (10m lead and 1.5m lift)
Unit : 1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Unskilled md 1.59 955.00 1518.45 3% for T & P 45.55
Labour Total (A) 1518.45 Materials Total (B) 0.00 Equipment Total(C) 45.55
Direct Cost (A+B+C) 1564.00
Contractor's Overhead & Profit @15% 234.60
Sub Total 1798.60 Rate /m3 = Rs 1798.60

Norms Reference No : 2.25.b

Item Description : Earthwork for filling with ordinary soils in 15cm thick layers and hand compaction withthout sprinkling water (haulage distance 10m)
Unit : 1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
skilled md 0.00 1144.00 0.00 3% for T & P
Unskilled md 0.25 955.00 238.75 7.16
Labour Total (A) 238.75 Materials Total (B) 0.00 Equipment Total(C) 7.16
Direct Cost (A+B+C) 245.91
Contractor's Overhead & Profit @15% 36.89
Sub Total 282.80 per Cu. m. Rate /m3 = Rs 282.80

Norms Reference No : 6.1.c

Rubble masonary works including supply of hard stoneblocks,preparing cement mortar(1:6) & construction of wall upto 5m high(haulage distance up to
Item Description :
10m)
Unit : 1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 1.50 1144.00 1716.00 Cement mt 0.106 15537.53 1646.97
Unskilled md 5.00 955.00 4775.00 Sand cu.m 0.47 3965.41 1863.74
Boulders cu.m 1.10 4972.06 5469.26
Labour Total (A) 6491.00 Materials Total (B) 8979.97 Equipment Total(C)

Direct Cost (A+B+C) 15470.97

Contractor's Overhead & Profit @15% 2320.65
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga
Sub Total 17791.62 per m3 Rate /m3 = Rs 17791.62
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga

Norms Reference No : 6.5

Item Description : Filling and levelling by stone in foundation including haulage distance upto 30m.
Unit : 1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 0.00 1144.00 0.00 Boulders cu.m 1.20 4972.06 5966.47
Unskilled md 1.50 955.00 1432.50
Labour Total (A) 1432.50 Materials Total (B) 5966.47 Equipment Total(C)
Direct Cost (A+B+C) 7398.97
Contractor's Overhead & Profit @15% 1109.85
Sub Total 8508.82 per m3 Rate /m3 = Rs 8508.82

Norms Reference No : 7.2.c

Item Description : Concreting of Foundation, Vertical faces, walls in ratio of (1:3:6) (M 10) including supplying of materials and haulage distance 30 m.
Unit : 1 Cu.m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 1.00 1144.00 1144.00 Cement mt 0.22 15537.53 3418.25
Unskilled md 4.00 955.00 3820.00 Aggregates cu.m 0.89 3523.04 3135.50
Sand cu.m 0.47 3965.41 1863.74
Labour Total (A) 4964.00 Materials Total (B) 8417.49 Equipment Total(C)
Direct Cost (A+B+C) 13381.49
Contractor's Overhead & Profit @15% 2007.22
Sub Total 15388.71 per cu.m Rate /m3 = Rs 15388.71

Norms Reference No : 7.2.d

Item Description : Concrete work in slab, beams, vertical faces, wall etc. in ratio of 1:2:4 (M 15) including supplying of material and haulage 30m.
Unit : 1 Cu.m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 1.00 1144.00 1144.00 Cement mt 0.32 15537.53 4972.00
Unskilled md 4.00 955.00 3820.00 Aggregates cu.m 0.85 3523.04 2994.58
Sand cu.m 0.445 3965.41 1764.60
Labour Total (A) 4964.00 Materials Total (B) 9731.18 Equipment Total(C)
Direct Cost (A+B+C) 14695.18
Contractor's Overhead & Profit @15% 2204.28
Sub Total 16899.46 per cu.m Rate /m3 = Rs 16899.46
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga

Norms Reference No : 7.2.e

Item Description : Concrete work in slab, beams, vertical faces, wall etc. in ratio of 1:1.5:3 (M 20) including supplying of material and haulage 30m.
Unit : 1 Cu.m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 0.80 1144.00 915.20 Cement mt 0.40 15537.53 6215.01
Unskilled md 7.00 955.00 6685.00 Aggregates cu.m 0.86 3523.04 3029.81
Sand cu.m 0.425 3965.41 1685.30
Labour Total (A) 7600.20 Materials Total (B) 10930.12 Equipment Total(C)
Direct Cost (A+B+C) 18530.32
Contractor's Overhead & Profit @15% 2779.55
Sub Total 21309.87 per cu.m Rate /m3 = Rs 21309.87
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga

Norms Reference No : 7.5

Item Description : Cutting , Bending, placing in position as shown in the Drawing & binding of Reinforcement Bars for RCC works incl. haulage up to 30 m
Unit : 1 Mt
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 12.00 1144.00 13728.00 Reinforcement SMt. 1.05 103408.60 108579.03
Unskilled md 12.00 955.00 11460.00 Binding Wire kg 10.00 124.00 1240.00
Labour Total (A) 25188.00 Materials Total (B) 109819.03 Equipment Total(C)
Direct Cost (A+B+C) 135007.03
Contractor's Overhead & Profit @15% 20251.05
Sub Total 155258.08 per mt. 155.26 per Kg Rate /kg = Rs 155.26

Norms Reference No : 8.2 (a)

Item Description : Wooden form work incl. supply & selection of mat fixing , nailing according to drawing, placing seperators dismentaling forms and hauling upto 30m.

Unit : 10 sq.m
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 1.44 1144.00 1647.36 Local Wood cu.m 0.066 25651.38 1686.57
Unskilled md 2.10 955.00 2005.50 Nails kg 2.50 135.00 337.50
Labour Total (A) 3652.86 Materials Total (B) 2024.07 Equipment Total(C)
Direct Cost (A+B+C) 5676.93
Contractor's Overhead & Profit @15% 851.54
Sub Total 6528.47 per 10 Sq.m. 652.84 per Sq.m. Rate /m2 = Rs 652.84
Remarks: Salvage value Shall be decreased by 25% of its original cost after using 6 times.

Norms Reference No : 16.9 (b)

Norms Reference No : 16.11

Item Description : Supplying and Filling of boulder in Gabion box
Unit : 1 Cu.m
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Unskilled md 0.50 955.00 477.50 Boulders cu.m. 1.00 4972.06 4972.06
Labour Total (A) 477.50 Materials Total (B) 4972.06 Equipment Total(C)
Direct Cost (A+B+C) 5449.56
Contractor's Overhead & Profit @15% 817.43
Sub Total 6266.99 per Cu.m Rate /m3 = Rs 6266.99
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga
Norms Reference No :
Item Description : Supplying, laying, fitting, fixing of 110mm ø HDPE pipe all complete works
Unit : 50 m
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Plumber md 1.50 1144.00 1716.00 rm 50.00 398.98 19949.17
Helper & coolie md 4.50 955.00 4297.50
Labour Total (A) 6013.50 Materials Total (B) 19949.17 Equipment Total(C) 0.00
Direct Cost (A+B+C) 25962.67
Contractor's Overhead & Profit @15% 3894.40
Sub Total 597.14 Rate /m = Rs 597.14

Norms Reference No :
Item Description : Supplying, laying, fitting, fixing of 160mm ø HDPE pipe all complete works
Unit : 50 m
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Plumber md 2.00 1144.00 2288.00 rm 50.00 846.87 42343.71
Helper & coolie md 6.00 955.00 5730.00
Labour Total (A) 8018.00 Materials Total (B) 42343.71 Equipment Total(C) 0.00
Direct Cost (A+B+C) 50361.71
Contractor's Overhead & Profit @15% 7554.26
Sub Total 1158.32 Rate /m = Rs 1158.32

Norms Reference No :
Item Description : Supplying, laying, fitting, fixing of 180mm ø HDPE pipe all complete works
Unit : 50 m
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Plumber md 2.00 1144.00 2288.00 rm 50.00 1070.82 53540.99
Helper & coolie md 6.00 955.00 5730.00
Labour Total (A) 8018.00 Materials Total (B) 53540.99 Equipment Total(C) 0.00
Direct Cost (A+B+C) 61558.99
Contractor's Overhead & Profit @15% 9233.85
Sub Total 1415.86 Rate /m = Rs 1415.86

Norms Reference No :
Item Description : Supplying, laying, fitting, fixing of 200mm ø HDPE pipe all complete works
Unit : 50 m
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Plumber md 2.00 1144.00 2288.00 rm 50.00 1320.51 66025.31
Helper & coolie md 6.00 955.00 5730.00
Labour Total (A) 8018.00 Materials Total (B) 66025.31 Equipment Total(C) 0.00
Direct Cost (A+B+C) 74043.31
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga
Contractor's Overhead & Profit @15% 11106.50
Sub Total 1703.00 Rate /m = Rs 1703.00

Norms Reference No : 27.12.i

Item Description : Supplying and laying in position of terram paper(geotextile) all complete works as per specification and approval of engineers.
Unit : 1m2
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 0.00 1144.00 0.00 TS 30 m2 1.15 110.00 126.50
Unskilled md 0.05 955.00 47.75 Geotextiles
Labour Total (A) 47.75 Materials Total (B) 126.50 Equipment Total(C) 0.00
Direct Cost (A+B+C) 174.25
Contractor's Overhead & Profit @15% 26.14
Sub Total 200.39 per m2 Rate /m2 = Rs 200.39
Item Description : Providing and placing concrete with 60% M15 concrete and 40% boulderas per specification Lead 30m Lift 1.5m
Unit : 1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 0.30 1144.00 343.20 Cement mt 0.185 15537.53 2874.44
Unskilled md 4.00 955.00 3820.00 Aggregates cu.m 0.527 3523.04 1856.64
Sand cu.m 0.299 3965.41 1185.65
Boulders cu.m 0.440 4972.06 2187.70
Labour Total (A) 4163.20 Materials Total (B) 8104.43 Equipment Total(C)

Direct Cost (A+B+C) 12267.63

Contractor's Overhead & Profit @15% 1840.14
Sub Total 14107.77 per m3 Rate /m3 = Rs 14,107.77
 Rate Analysis (F.Y. 2080/081)
Name of Project: Rumjatar Irrigation sub- Project
Location: Sidhhicharan-4,5 , Okhaldhunga
Norms Reference No :
Item Description : Rubble masonary works including supply of hard stoneblocks,preparing cement mortar(1:4) & construction of wall upto 5m high(haulage distance up to
Unit : 10m)
1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Skilled md 1.50 1144.00 1716.00 Cement mt 0.159 15537.53 2470.46
Unskilled md 5.00 955.00 4775.00 Sand cu.m 0.45 3965.41 1784.43
Boulders cu.m 1.10 4972.06 5469.26
Labour Total (A) 6491.00 Materials Total (B) 9724.15 Equipment Total(C)

Direct Cost (A+B+C) 16215.15

Contractor's Overhead & Profit @15% 2432.27
Sub Total 18647.42 per m3 Rate /m3 = Rs 18647.42

Norms Reference No : 2.1

Item Description : Earth Work in excavation in Bolder mixed soil including disposal (10m lead and 1.5m lift)
Unit : 1 cu. m.
Labour Materials Equipments
Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount Category Unit Qty. Rate Amount
Unskilled md 1.59 955.00 1518.45 3% for T & P 45.55
Labour Total (A) 1518.45 Materials Total (B) 0.00 Equipment Total(C) 45.55
Direct Cost (A+B+C) 1564.00
Contractor's Overhead & Profit @15% 234.60
Sub Total 1798.60 Rate /m3 = Rs 1798.60
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work: Pipeline works
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 93.60 791.83 74,115.52
Earthwork for filling with ordinary soils in 15cm thick
layers and hand compaction withthout sprinkling water
2 (haulage distance 10m) m3 56.16 282.80 15,881.85
Supplying, laying, fitting, fixing of PN6 PE100, 160mm
3 ø HDPE pipe all complete works m3 360.00 1,158.32 416,995.00
Supplying, laying, fitting, fixing of PN6 PE100, 110mm
4 ø HDPE pipe all complete works kg 45.00 597.14 26,871.36
Total 533,863.73
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work:Intake with core wall
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in boulder mix soil
1 including disposal (10m lead and 1.5m lift) m3 701.10 1798.60 1,260,998.46
Earthwork for filling with ordinary soils in 15cm
thick layers and hand compaction withthout
2 sprinkling water (haulage distance 10m) m3 210.330 282.80 59,480.59
Stone soling in foundation including haulage
3 distance upto 30m. m3 15.30 8,508.82 130,184.88
Concrete work in slab, beams, vertical faces, wall
etc. in ratio of 1:2:4 (M 15) including supplying of
4 material and haulage 30m. m3 15.30 16,899.46 258,561.69
Concreting works of superstructures,deck
slabs,beams etc in ration of 1:1.5:3 ( M20)
including supply of materials & haulage dist. up to
5 30m. m3 19.35 21,309.87 412,345.95
Providing and placing concrete with 60% M15
concrete and 40% boulder (plum concrete)as per
6 specification Lead 30m Lift 1.5m m3 238.86 14,107.77 3,369,783.02

Wooden form work incl. supply & selection of

mat fixing , nailing according to drawing,
placing seperators dismentaling forms and hauling
7 upto 30m. m2 312.00 652.84 203,686.08
Supplying of mechanically selvedged double
twist wire mesh zinc coated gabion box having
mesh size (10*12cm) 3 mm mesh, wire 3.9mm
8 selvedge wire & 2.4mm wire m2 1376.00 325.72 448,191.65

9 Stone filling in gabion boxes Cu.m. 252.00 6,266.99 1,579,282.49

10 Dewatering in Headwork / Core wall site LS 1.00 30,000.00 30,000.00

11 Iron gate LS 1.00 40,000.00 40,000.00

Total 7,792,514.81
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work:Desilting basin
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 10.35 791.83 8,195.47
Earthwork for filling with ordinary soils in 15cm
thick layers and hand compaction withthout
2 sprinkling water (haulage distance 10m) m3 3.105 282.80 878.08
Stone soling in foundation including haulage
3 distance upto 30m. m3 1.46 8,508.82 12,422.87
Concreting of Foundation, Vertical faces, walls in
ratio of (1:3:6) (M 10) including supplying of
4 materials and haulage distance 30 m. m3 0.97 15,388.71 14,927.05
Concrete work in slab, beams, vertical faces, wall
etc. in ratio of 1:2:4 (M 15) including supplying of
5 material and haulage 30m. m3 4.08 16,899.46 68,949.78
Cutting , Bending, placing in position as shown in
the Drawing & binding of Reinforcement Bars for
6 RCC works incl. haulage up to 30 m kg 199.01 155.26 30,897.15

Wooden form work incl. supply & selection of

mat fixing , nailing according to drawing,
placing seperators dismentaling forms and hauling
7 upto 30m. m2 39.03 652.84 25,480.35
Supplying & fitting of regulating gate in desilting
8 basin LS 1.00 30,000.00 30,000.00
Total 191,750.75
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work:Canal Lining
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 126.00 791.83 99,770.90
Earthwork for filling with ordinary soils in 15cm
thick layers and hand compaction withthout
2 sprinkling water (haulage distance 10m) m3 37.800 282.80 10,689.71
Stone soling in foundation including haulage
3 distance upto 30m. m3 42.00 8,508.82 357,370.25
Concreting of Foundation, Vertical faces, walls in
ratio of (1:3:6) (M 10) including supplying of
4 materials and haulage distance 30 m. m3 42.00 15,388.71 646,325.97
Concrete work in slab, beams, vertical faces, wall
etc. in ratio of 1:2:4 (M 15) including supplying of
5 material and haulage 30m. m3 98.00 16,899.46 1,656,146.79
Cutting , Bending, placing in position as shown in
the Drawing & binding of Reinforcement Bars for
6 RCC works incl. haulage up to 30 m kg 4743.65 155.26 736,490.01
7 HDPE Pipe PN-6, PE-100 , NS-40 m 0.00 597.14 -
Wooden form work incl. supply & selection of
mat fixing , nailing according to drawing,
placing seperators dismentaling forms and hauling
8 upto 30m. m2 1260.00 652.84 822,578.40
Total 4,329,372.03
 Province Government
Gandaki Province
Ministry of watersupply,Energy & Irrigation
Water Resource and Irrigation Development Division
Myagdi

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work: Reservoir tank(RVT1)
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 52.50 791.83 41,571.21
Earthwork for filling with ordinary soils in 15cm thick
layers and hand compaction withthout sprinkling water
2 (haulage distance 10m) m3 21.000 282.80 5,938.73
Stone soling in foundation including haulage distance
3 upto 30m. m3 4.22 8,508.82 35,907.20
Concreting of Foundation, Vertical faces, walls in ratio
of (1:3:6) (M 10) including supplying of materials and
4 haulage distance 30 m. m3 2.81 15,388.71 43,242.28
Concrete work in slab, beams, vertical faces, wall etc. in
ratio of 1:2:4 (M 15) including supplying of material
5 and haulage 30m. m3 11.87 16,899.46 200,596.55
Cutting , Bending, placing in position as shown in the
Drawing & binding of Reinforcement Bars for RCC
6 works incl. haulage up to 30 m kg 1400.30 155.26 217,408.56

Wooden form work incl. supply & selection of mat

fixing , nailing according to drawing, placing
7 seperators dismentaling forms and hauling upto 30m. m2 104.64 652.84 68,313.18
Total 612,977.71
Remarks
 Province Government
Gandaki Province
Ministry of watersupply,Energy & Irrigation
Water Resource and Irrigation Development Division
Myagdi

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work: Reservoir tank(RVT2)
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in boulder mix soil including
1 disposal (10m lead and 1.5m lift) m3 120.00 791.83 95,019.90
Earthwork for filling with ordinary soils in 15cm thick
layers and hand compaction withthout sprinkling water
2 (haulage distance 10m) m3 48.000 282.80 13,574.23
Stone soling in foundation including haulage distance
3 upto 30m. m3 8.28 8,508.82 70,452.99
Concreting of Foundation, Vertical faces, walls in ratio
of (1:3:6) (M 10) including supplying of materials and
4 haulage distance 30 m. m3 5.52 15,388.71 84,945.70
Concrete work in slab, beams, vertical faces, wall etc. in
ratio of 1:2:4 (M 15) including supplying of material
5 and haulage 30m. m3 19.39 16,899.46 327,680.47
Cutting , Bending, placing in position as shown in the
Drawing & binding of Reinforcement Bars for RCC
6 works incl. haulage up to 30 m kg 2244.50 155.26 348,476.77

Wooden form work incl. supply & selection of mat

fixing , nailing according to drawing, placing
7 seperators dismentaling forms and hauling upto 30m. m2 143.84 652.84 93,904.51
Total 1,034,054.57
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work: Distribution chamber 20 number
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 10.14 791.83 8,029.18
Earthwork for filling with ordinary soils in 15cm thick
layers and hand compaction withthout sprinkling water
2 (haulage distance 10m) m3 4.056 282.80 1,147.02
Stone soling in foundation including haulage distance
3 upto 30m. m3 1.69 8,508.82 14,379.90
Concreting of Foundation, Vertical faces, walls in ratio
of (1:3:6) (M 10) including supplying of materials and
4 haulage distance 30 m. m3 0.84 15,388.71 12,926.52
Concrete work in slab, beams, vertical faces, wall etc. in
ratio of 1:2:4 (M 15) including supplying of material
5 and haulage 30m. m3 11.68 16,899.46 197,385.66
Cutting , Bending, placing in position as shown in the
Drawing & binding of Reinforcement Bars for RCC
6 works incl. haulage up to 30 m kg 440.95 155.26 68,461.16

Wooden form work incl. supply & selection of mat

fixing , nailing according to drawing, placing
7 seperators dismentaling forms and hauling upto 30m. m2 138.60 652.84 90,483.62
Total 392,813.06
Remarks
 Province Government
Bagmati Province
Ministry of watersupply,Energy & Irrigation
Water Resource and Irrigation Development Division Bhaktapur
Jagati,Bhaktapur

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work: Intake
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs
Earth Work in excavation in boulder mix soil including
1 disposal (10m lead and 1.5m lift) m3 37.50 1798.60 67,447.50
Earthwork for filling with ordinary soils in 15cm thick
layers and hand compaction withthout sprinkling water
2 (haulage distance 10m) m3 15.000 282.80 4,241.95
Stone soling in foundation including haulage distance
3 upto 30m. m3 0.90 8,508.82 7,657.93
Concreting of Foundation, Vertical faces, walls in ratio
of (1:3:6) (M 10) including supplying of materials and
4 haulage distance 30 m. m3 0.81 15,388.71 12,464.86

Rubble masonary works including supply of hard

stoneblocks,preparing cement mortar(1:6) &
construction of wall upto 5m high(haulage distance up
5 to 10m) m3 8.64 17,791.62 153,719.56

Supplying of mechanically selvedged double twist wire

mesh zinc coated gabion box having mesh size
(10*12cm) 3 mm mesh, wire 3.9mm selvedge wire &
6 2.4mm wire m2 97.00 325.72 31,594.91
7 Supplying and Filling of boulder in Gabion box m 3
16.50 6,266.99 103,405.40
Total 380,532.11
No of Intak 4
Total cos= 1,522,128.44
ur

Remarks
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work:Supperpassage
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 36.72 791.83 29,076.09
Earthwork for filling with ordinary soils in 15cm
thick layers and hand compaction withthout
2 sprinkling water (haulage distance 10m) m3 33.048 282.80 9,345.86
Stone soling in foundation including haulage
3 distance upto 30m. m3 0.39 8,508.82 3,318.44
Concreting of Foundation, Vertical faces, walls in
ratio of (1:3:6) (M 10) including supplying of
4 materials and haulage distance 30 m. m3 2.25 15,388.71 34,624.61
Concrete work in slab, beams, vertical faces, wall
etc. in ratio of 1:2:4 (M 15) including supplying of
5 material and haulage 30m. m3 6.78 16,899.46 114,578.32
Cutting , Bending, placing in position as shown in
the Drawing & binding of Reinforcement Bars for
6 RCC works incl. haulage up to 30 m kg 312.51 155.26 48,519.70
Wooden form work incl. supply & selection of
mat fixing , nailing according to drawing,
placing seperators dismentaling forms and hauling
7 upto 30m. m2 25.01 652.84 16,326.22

Rubble masonary works included supply of

hard stone blocks,preparing cement mortar &
const.of wall upto 5m high.(Haulage upto
8 10m) 1:4 cement mortar. m3 45.48 18647.42 848,084.78
Total 1,103,874.02
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of work :- Construction of Cable Crossing 25 m

Location :- At Ch. 0+850
SN Description of Work Unit Quantity Rate Amount (NRs.) Remarks

A Civil Works

E/W in Excavation for foundation in HR soil in river

1 m3 52.13 2,872.41 149,738.73
bed with all leads and lifts and its proper disposal.

2 E/W backfilling by excavated materials m3 26.07 139.43 3,634.94

(1:2:4 ) PCC works including providing materials,
3 m3 15.36 34,534.91 530,456.21
curing, etc.
4 Form work for concreting work m2 45.12 524.04 23,644.68
Cutting, bending, binding & placing of reinforcement
5 Kg 1,808.64 126.57 228,919.56
steel bar
6 Boulder supply & filling in gabion box. m3 90.00 8,549.47 769,452.30
Supply & weaving 10 gauge commercial GI wire crate
7 box of different size with rectangular mesh size m2 540.00 358.29 193,476.60
15cmx15cm and double knotted.
8 Suspendor iron rod 10mm dia. Kg 111.60 126.57 14,125.21
9 Main cable 32mm dia. Rm 62.00 1,568.80 97,265.60
10 Hand rail Cable 26mm dia Rm 62.00 406.65 25,212.30
Supplying, laying and fitting all complete, HDPE
11 Rm 35.00 3,898.06 136,432.10
4kg/cm2 pressure NS Standard- 280mm
12 Clamps, nut, Washer, Hook and bolt all complete PS 1.00 20,000.00 20,000.00
13 Bulldog grip
32mm Set 24.00 757.65 18,183.60
14 Open Thimble
32mm Set 24.00 805.01 19,320.24
Scafollding works, Arrangement of suspender, Cross
15 Rm 27.00 2,048.36 55,305.72
beam, Wind bracing flats and anchoring all complete
16 36mm thickness wooden plank Cu.m 0.68 33,948.83 23,098.78
17 Miscellaneous item for Cable crossing PS 1.00 150,000.00 150,000.00
Sub-Total (A) 2,458,266.57

Estimated by Checked by Forwarded by Recommended by Approved by

 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Abstract of Cost

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Name of Work:Retaining wall
SN Description of Work Unit Quantity Rate, NRs/unit Amount, NRs Remarks
Earth Work in excavation in soft clay & silty soil
1 including disposal (10m lead and 1.5m lift) m3 24.75 791.83 19,597.85
Earthwork for filling with ordinary soils in 15cm
thick layers and hand compaction withthout
2 sprinkling water (haulage distance 10m) m3 16.500 282.80 4,666.14
Stone soling in foundation including haulage
3 distance upto 30m. m3 7.43 8,508.82 63,177.96
Concreting of Foundation, Vertical faces, walls in
ratio of (1:3:6) (M 10) including supplying of
4 materials and haulage distance 30 m. m3 6.45 15,388.71 99,257.20
Rubble masonary works including supply of hard
stoneblocks,preparing cement mortar(1:6) &
construction of wall upto 5m high(haulage
5 distance up to 10m) m3 96.75 17,791.62 1,721,338.80
Total 1,908,037.95
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Summary of Quantity and Cost
(Structure Wise)
Quantity
S.No. Description of Work Unit Desilting Retaining Pipeline Total Quantity Rate Amount
Intake lining Chanber
basin wall work
Earth Work in excavation in boulder mix soil
- - - 701.10
1 including disposal (10m lead and 1.5m lift) m3 701.10 1,798.60 1,260,998.46
Earth Work in excavation in soft clay & silty soil
- 10.14 24.75 93.60 264.84
2 including disposal (10m lead and 1.5m lift) m3 10.35 126.00 791.83 209,708.92
Earthwork for filling with ordinary soils in 15cm
thick layers and hand compaction withthout sprinkling 210.33 16.50 56.16 327.95
3 water (haulage distance 10m) m3 3.11 37.80 4.06 282.80 92,743.39
Stone soling in foundation including haulage distance
67.88
4 upto 30m. m3 15.30 1.46 42.00 1.69 7.43 8,508.82 577,535.85
Concreting of Foundation, Vertical faces, walls in
ratio of (1:3:6) (M 10) including supplying of 50.26
5 materials and haulage distance 30 m. m3 0.00 0.97 42.00 0.84 6.45 15,388.71 773,436.74
Concrete work in slab, beams, vertical faces, wall etc.
in ratio of 1:2:4 (M 15) including supplying of 15.30 129.06
6 material and haulage 30m. m3 4.08 98.00 11.68 16,899.46 2,181,043.92

Concreting works of superstructures,deck slabs,beams 19.35 19.35

etc in ration of 1:1.5:3 ( M20) including supply of
7 materials & haulage dist. up to 30m. m3 21,309.87 412,345.95
Cutting , Bending, placing in position as shown in the
Drawing & binding of Reinforcement Bars for RCC - 5,383.61
8 works incl. haulage up to 30 m Kg. 199.01 4743.65 440.95 155.26 835,848.32

Wooden form work incl. supply & selection of mat 312.00 1,749.63
fixing , nailing according to drawing, placing
9 seperators dismentaling forms and hauling upto 30m. m2 39.03 1260.00 138.60 652.84 1,142,228.45
Rubble masonary works including supply of hard
stoneblocks,preparing cement mortar(1:6) & - - 96.75 96.75
construction of wall upto 5m high(haulage distance up
10 to 10m) m3 17,791.62 1,721,338.80
 Rubble masonary works including supply of hard
stoneblocks,preparing cement mortar(1:4) & -
construction of wall upto 5m high(haulage distance up
11 to 10m) 18,647.42 -
 Supplying, laying, fitting, fixing of PN6 PE100,
- - - 360.00 360.00 1,158.32
12 160mm ø HDPE pipe all complete works m 416,995.00
Supplying, laying, fitting, fixing of PN6 PE100,
- - - 45.00 45.00
13 110mm ø HDPE pipe all complete works m 597.14 26,871.36
Supplying of mechanically selvedged double twist
wire mesh zinc coated gabion box having mesh size - - 1,376.00
(10*12cm) 3 mm mesh, wire 3.9mm selvedge wire &
14 2.4mm wire m2 1376.00 325.72 448,191.65
15 Supplying and Filling of boulder in Gabion box 252.00 - - 252.00 6,266.99 1,579,282.49
Supplying & fitting of regulating gate in desilting
- 1.00 - - 1.00
16 basin LS 30,000.00 30,000.00
17 Supplying & fitting of regulating gatein head work LS 1.00 1.00 40,000.00 40,000.00
18 Dewatering in Headwork LS 1.00 1.00 30,000.00 30,000.00
Providing and placing concrete with 60% M15
concrete and 40% boulder (plum concrete)as per 238.86 238.86
19 specification Lead 30m Lift 1.5m m3 14,107.77 3,369,783.02
SubTotal 15,148,352.32
A Government payable construction cost (Contract) 13,633,517.09
B WUA Contribution Cost @ 10% of project construction cost 1,514,835.23
Sub-Total A+B 15,148,352.32
C General Items
a Third party insurance (0.15% of A) 20,450.28
b Insurance of the work (0.15% of A) 20,450.28
c Insurance against accident of the work man (0.15% of A) 20,450.28
d Preparation of the as-built drawing (0.05% of A+B) 7,574.18
e Commission for performance bond (0.05% of A) 6,816.76
Sub-Total (C ) 75,741.76
D Miscellaneous Items
a Environmental protection (2% of A) 272,670.34
b Pre-construction Survey ( 0.25 % of A ) 34,083.79
Sub-Total (D ) 306,754.13
Sub-Total (A+C+D ) 14,016,012.98
E Other Expenditure
a Work Charge (2% of A+B) 302,967.05
b Other minor expenses (2% of A+B) 302,967.05
c Physical Contingency (10% of A+B) 1,514,835.23
d Price excalation Contingency (10% of A+B) 1,514,835.23
e VAT (13% of A+C+D) 1,822,081.69
Sub-Total (E ) 5,457,686.24
Grand Total (A+B+C+D+E ) 20,988,534.46
Cost per Ha 1,311,783.40
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga
Summary of Cost
(Component wise)

SN Description of Work Quantity Unit Amount, NRs

1 Intake structure 1 nos. 7,792,514.81
2 Construction of Desilting basin 1 nos. 191,750.75
3 Cnstruction of retaining wall 50 m. 1,908,037.95
4 Canal lining 700 m. 4,329,372.03
5 Pipeline work 405.00 m. 533,863.73
6 Chamber 25.00 nos. 392,813.06
SubTotal 15,148,352.33
Remarks
 Province Government
Koshi Province
Ministry of Watersupply , Irrigation &Energy
Water Resource and Irrigation Development Division
Okhaldhunga

Rate Summary

Name of Project: Rumjatar Irrigation sub- Project

Location: Sidhhicharan-4,5 , Okhaldhunga

Rate Without VAT

Norms Ref.
No. Item Description Unit & contractor's
Overhead & Profit

2.10 Earth Work in excavation in soft clay & silty soil including disposal (10m lead and 1.5m lift) Cu.m. 791.83

Earthwork for filling with ordinary soils in 15cm thick layers and hand compaction withthout
2.25.b Cu.m. 282.80
sprinkling water (haulage distance 10m)

Rubble masonary works including supply of hard stoneblocks,preparing cement mortar(1:6) &
6.1.c Cu.m. 17,791.62
construction of wall upto 5m high(haulage distance up to 10m)

6.5 Filling and levelling by stone in foundation including haulage distance upto 30m. Cu.m. 8,508.82

Concreting of Foundation, Vertical faces, walls in ratio of (1:3:6) (M 10) including supplying of
7.2.c Cu.m. 15,388.71
materials and haulage distance 30 m.

Concrete work in slab, beams, vertical faces, wall etc. in ratio of 1:2:4 (M 15) including supplying of
7.2.d Cu.m. 16,899.46
material and haulage 30m.

Cutting , Bending, placing in position as shown in the Drawing & binding of Reinforcement Bars for
7.50 Kg 155.26
RCC works incl. haulage up to 30 m

Wooden form work incl. supply & selection of mat fixing , nailing according to drawing, placing
8.2 (a) Sq.m. 652.84
seperators dismentaling forms and hauling upto 30m.

9.00 Machine made gabion box (3x1x0.50) no. #REF!

10.00 Machine made gabion box (2x1x1) no. #REF!

11.00 Machine made gabion box (1.5x1x1) no. #REF!

12.00 Supplying and Filling of boulder in Gabion box Cu.m. 6,266.99

13.00 Supplying, laying, fitting, fixing of 250mm ø HDPE pipe all complete works R.m 597.14

___________Prepared by ____________Checked by ____________Approved by

 Province Government
Bagmati Province
Ministry of Pysical Infrastructure Development
Water Resource and Irrigation Development Division Bhaktapur
Jagati,Bhaktapur
VAT Details

Name of Project: Mathillo Dhugre khola Irrigation Project

Location:-Suryabinayak - 01 ,Bhaktapur
Name of Work : Construction of Intake ,RCC canal & canal structures

S.N. DETAILS OF WORK UNIT QUANTITY Cement(Bag) RATE AMOUNT NRs. REMARKS

Rubble masonary works including supply of hard

stoneblocks,preparing cement mortar(1:6) &
1 Cu.m. 89.76 190.29 700.00 133,203.84
construction of wall upto 5m high(haulage distance up
to 10m)
Concreting of Foundation, Vertical faces, walls in ratio
2 of (1:3:6) (M 10) including supplying of materials and Cu.m. 9.27 40.79 700.00 28,551.60
haulage distance 30 m.
Concrete work in slab, beams, vertical faces, wall etc.
3 in ratio of 1:2:4 (M 15) including supplying of Cu.m. 33.14 212.10 730.00 154,830.08
material and haulage 30m.
Cutting , Bending, placing in position as shown in the
4 Drawing & binding of Reinforcement Bars for RCC Kg 1433.64 101.00 144,797.22
works incl. haulage up to 30 m
5 Gabion Box size (2.0x1.0x1.0) nos 21.00 #REF! #REF!
6 Gabion Box size (3.0x1.0x0.50) nos 12.00 #REF! #REF!
Sub Total: #REF!
VAT@13% for vatable Item #REF!
 Province Government
Bagmati Province
Ministry of watersupply,Energy & Irrigation
Water Resource and Irrigation Development Division Bhaktapur
Jagati,Bhaktapur
Aggrement BOQ

Name of Project: Mathillo Dhugre khola Irrigation Project

Location:-Suryabinayak - 01 ,Bhaktapur
Name of Work : Construction of Intake ,RCC canal & canal structures
Rate (Rs)
S.N. Description of Work Unit Quantity Amount Remarks
In Figure In words
A) User's Contribution Part
1 Earth Work in excavation in boulder mix soil including disposal (10m lead and 1.5m lift) m3 122.65 1,798.60 Rs.one thousand four hundred fifty seven & fifty five paisa only. 220,598.29

Earth Work in excavation in soft clay & silty soil including disposal (10m lead and 1.5m
2 m3 37.77 791.83 Rs.six huhdred fourty one and sixty nine paisa only. 29,907.51
lift)
Earthwork for filling with ordinary soils in 15cm thick layers and hand compaction
3 m3 15.11 282.80 Rs.two hundred twenty nine and seventeen paisa only. 4,272.48
withthout sprinkling water (haulage distance 10m)
4 Stone soling in foundation including haulage distance upto 30m. m3 20.36 8,508.82 Rs.six tousand one hundred three & twenty nine paisa only. 173,239.48
Concreting of Foundation, Vertical faces, walls in ratio of (1:3:6) (M 10) including
5 m3 9.27 15,388.71 Rs.thirteen thousand seven hundred twenty three & seventy five paisa only. 142,653.37
supplying of materials and haulage distance 30 m.
Concrete work in slab, beams, vertical faces, wall etc. in ratio of 1:2:4 (M 15) including
6 m3 33.14 16,899.46 Rs.fourteen thousand nine hundred sixty four & sixty three paisa only. 560,048.00
supplying of material and haulage 30m.
Cutting , Bending, placing in position as shown in the Drawing & binding of
7 Kg 1433.64 155.26 Rs.one hundred six & fifty one paisa only. 222,583.54
Reinforcement Bars for RCC works incl. haulage up to 30 m
Wooden form work incl. supply & selection of mat fixing , nailing according to drawing,
8 m2 320.60 652.84 Rs.five hundred thirty eight & sixty five paisa only. 209,300.50
placing seperators dismentaling forms and hauling upto 30m.
Rubble masonary works including supply of hard stoneblocks,preparing cement
9 m3 89.76 17,791.62 Rs.thirteen thousand nine hundred seventy one & seventy nine paisa only. 1,596,975.40
mortar(1:6) & construction of wall upto 5m high(haulage distance up to 10m)
Supplying of mechanically selvedged double twist wire mesh zinc coated gabion box
10 0.00 0.00 - - -
having mesh size (10*12cm) 3 mm mesh, wire 3.9mm selvedge wire & 2.4mm wire
A) Gabion Box size (2.0x1.0x1.0) nos 21.00 #REF! Rs.three thousand two hundred eighty nine & forty four paisa only. #REF!
B) Gabion Box size (3.0x1.0x0.50) nos 12.00 #REF! Rs.three thousand two hundred seventy eight only. #REF!
11 Supplying and Filling of boulder in Gabion box m3 60.00 6,266.99 Rs.four thousand four hundred eighteen & fifty seven paisa only. 376,019.64
12 Site clearance, dewatering & Diversion work Job 1.00 10,000.00 Rs.ten thousand only. 10,000.00
Sub-Total #REF!
Vat @13% for Vatable Item #REF!

User's Contribution #REF!

Total Payable Amount with VAT 2,688,000.00

On Bahalf of WRIDD
On Bahalf of User's Committee:

User's Chairman Name : Name:- Binay Poudel

Address: Deignation:- Division Chief

Authorized Signature: Authorized Signature:

Name: Witness:
 Province Government
Bagmati Province
Ministry of Pysical Infrastructure Development
Water Resource and Irrigation Development Division Bhaktapur
Jagati,Bhaktapur

DETAIL ESTIMATE

Name of Project: Shiphandol ISP

Location: Surbinayak Municipality,Ward No- 9
Name of Work : HDEP pipe fitting and retening wall construction
S.No. Description of Work No Length Breadth Height Quantity Unit Remarks
Earth Work in excavation in soft clay & silty
1
soil including disposal (10m lead and 1.5m lift)
Foundation for RRM
U/s of road 1.00 18.50 1.95 2.95 106.42
D/s of Road 1.00 3.00 1.75 2.25 11.81
Chamber 1.00 0.90 0.90 0.50 0.40
Total 118.23 m3
User's Contribution Part 35% of 118.23 41.38 m3 User's Contributiion
User's Payable Part 65% of 118.23 76.84 m 3

Earthwork for filling with ordinary soils in

2 15cm thick layers and hand compaction
withthout sprinkling water (haulage distance
10m)
U/s of road 1.00 18.30 1.30 1.90 45.20
D/s of Road 1.00 3.00 0.60 0.95 1.71
Total 46.91 m3 User's Contributiion
Filling and levelling by stone in foundation
3
including haulage distance upto 30m.
Foundation
U/s of road 1.00 18.30 1.25 0.20 4.57
D/s of Road 1.00 3.00 0.80 0.20 0.48
Total 5.05 m3

Concreting of Foundation, Vertical faces, walls

in ratio of (1:3:6) (M 10) including supplying of
4 materials and haulage distance 30 m.

Foundation
U/s of road 1.00 18.30 1.25 0.09 2.05
D/s of Road 1.00 2.80 0.80 0.09 0.20
Caping
U/s of road 1.00 18.30 0.45 0.05 0.41
D/s of Road 1.00 2.80 0.60 0.04 0.06
Chamber foundation 1.00 0.70 0.70 0.10 0.04
Total 2.76 m3

Concrete work in slab, beams, vertical faces,

wall etc. in ratio of 1:2:4 (M 15) including
5 supplying of material and haulage 30m.

Chamber
base 1.00 0.70 0.70 0.10 0.04
Name of Project: Shiphandol ISP
Location: Surbinayak Municipality,Ward No- 9
Name of Work : HDEP pipe fitting and retening wall construction
S.No. Description of Work No Length Breadth Height Quantity Unit Remarks
wall 1.00 2.40 0.10 0.10 0.02
Total 0.06 m3

Wooden form work incl. supply & selection of

6 mat fixing , nailing according to drawing,
placing seperators dismentaling forms and
hauling upto 30m.
D/s of Road
Caping 2.00 18.30 0.09 3.29
U/s of road 2.00 2.80 0.09 0.50
Caping
Caping 2.00 18.30 0.05 1.83
U/s of road 2.00 2.80 0.04 0.22
Chamber

Outer 1.00 2.80 0.65 1.82 with PCC

Inner 1.00 2.00 0.65 1.30 with PCC
Total 8.96 m2

Rubble masonary works including supply of

hard stoneblocks,preparing cement mortar(1:6)
7
& construction of wall upto 5m high(haulage
distance up to 10m)
U/s of road 1.00 18.30 0.93 2.25 38.08
D/s of Road 1.00 2.80 0.65 1.70 3.09
Total 41.17 m3

Making and supplying of rectangular gabion

box (2.0m*1.0m*1.0m) with two way knot
8 including cutting, netting etc. all complete
having mesh size (10cm*10cm) from 10 SWG
mesh wire.
Gabion Box 2x1x1 1.00 10.00 m2/box 10.00
10.00 m2

9 Supplying and Filling of boulder in Gabion box

Gabion Box 2x1x1 1.00 1.90 0.90 0.90 1.53
1.53 m3

Supply and joining 315 mm dia HDPE Pipe

10 6.00 6.00 Nos.
socket

315 mm dia HD PE Pipe cleaning silt and mud

11 1.00 39.50 39.50 m
with water
 Province Government
Bagmati Proviance
Ministry of Pysical Infrastructure Development
Water Resource and Irrigation Development Division Bhaktapur
Jagati,Bhaktapur
VAT Details

Name of Project: Shiphandol ISP

Location:-Suryabinayak - 01 ,Bhaktapur
Name of Work : Construction of Intake ,RCC canal & canal structures

Cement
S.N. DETAILS OF WORK UNIT QUANTITY RATE AMOUNT NRs. REMARKS
(Bags)
Concreting of Foundation, Vertical faces, walls in ratio of
1 (1:3:6) (M 10) including supplying of materials and m3 2.76 4.40 700.00 8,500.80
haulage distance 30 m.
2 #REF! m3 0.06 6.40 700.00 268.80
Rubble masonary works including supply of hard
stoneblocks,preparing cement mortar(1:6) &
3 construction of wall upto 5m high(haulage distance up to
m3 41.17 2.12 700.00 61,096.28
10m)
4 Supply and joining 315 mm dia HDPE Pipe socket Nos 6.00 2230.00 13,380.00
Sub Total: 83,245.88
VAT@13% for vatable Item 10,821.96
 Province Government
Bagmati Province
Ministry of Pysical Infrastructure Development
Water Resource and Irrigation Development Division Bhaktapur
Jagati,Bhaktapur
VAT Details

Name of Project: Mathillo Dhugre khola Irrigation Project

Location:-Suryabinayak - 01 ,Bhaktapur
Name of Work : Construction of Intake ,RCC canal & canal structures

Cement
S.N. DETAILS OF WORK UNIT QUANTITY RATE AMOUNT NRs. REMARKS
(Bags)
Concreting of Foundation, Vertical faces, walls in ratio
1 of (1:3:6) (M 10) including supplying of materials and m3 6.56 4.40 700.00 20,204.80
haulage distance 30 m.
Rubble masonary works including supply of hard
stoneblocks,preparing cement mortar(1:6) &
2 m3 93.09 2.12 700.00 138,145.56
construction of wall upto 5m high(haulage distance up
to 10m)
Sub Total: 158,350.36
VAT@13% for vatable Item 20,585.54