RATE ANALYSIS & COST ESTIMATE

Gandaki Province Government

Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Estimate Sanction Form

PROJECT NAME:Ristikhola River Training Works, Madhyanepal Municipality, Lamjung
LOCATION :Madhyanepal Municipality 1,2,3,4 Lamjung
Total Estimated Cost : 466,893,000.00

Certified :
(a) The Drawings and measurements of the proposed work are based on field verification .
(b) The design and estimate of the proposed work is based on departmental norms and general engineering principles in practice .
(c) The Proposed estimate is prepared on the basis of approved rates and rate analysis norms.
(d) All the numbers and arithmetical calculations carried out in this estimates are correct.

…………………………….. ………………………………….
Submitted By : Checked By :
(Sub-engineer/Engineer) (Engineer)

Approval :

For this work, the drawings and an amount of …................................................................. is approved.

………………………………….
Approved by:-
( Chief, MoEWRWS )
 Features of Project - INFORMATION AND HAULAGE
Ristikhola River Training Works, Madhyanepal
Name of Project: Municipality, Lamjung
Province Gandaki Province
District Lamjung
Municipality/Rural Municipality: Madhyanepal Municipality
Ward No: 1,2,3,4
Local Address: Sishaghat

External Material Transportation, From Tanahun District Headquarter

District Headquarter Damauli
Leads Distance
Metalled 20 Km
Earthern 5 Km
Manual 0.5 Km
Local Material Collection :
Sand
Name of Source Madi Khola
Municipality/Rural Municipality: Madhyanepal
Ward No:
Local Address:
Leads Distance
Metalled 0 Km
Earthern 3.2 Km
Manual 0.2 Km

Aggregate
Name of Source Risti Khola
Municipality/Rural Municipality: Madhyanepal
Ward No:
Local Address:
Leads Distance
Metalled 0 Km
Earthern 0 Km
Manual 0.2 Km
Boulder
Name of Source Risti Khola
Municipality/Rural Municipality: Madhyanepal
Ward No:
Local Address:
Leads Distance
Metalled 0 Km
Earthern 0 Km
Manual 0.1 Km
Timber
Name of Source Local Forest
Municipality/Rural Municipality:
Ward No:
Local Address:
Leads Distance
Metalled 0 Km
Earthern 0 Km
Manual 0.5 Km

Prepared By: Checked By: Approved By:

 Weight & Price List of HDPE & GI Pipe
Rate/Kg: 265.00 ( With out Transportation & VAT )

Series ii(2.5kg) Series iii(4kg) Series iv(6kg) Series v(10kg)

Sn. Outer Ǿ
wt/rm price/m inside f wt/rm price/m inside f wt/rm price/m inside f wt/rm price/m inside f
1 16mm2/5" 0.0921 24.40
2 20mm1/2" 0.134 35.51
3 25mm3/4" 0.202 53.53
4 32mm1" 0.226 59.89 0.334 88.51
5 40mm11/4" 0.251 66.51 0.35 92.75 0.514 136.21
6 50mm11/2" 0.378 100.17 0.542 143.63 0.796 210.94
7 63mm2" 0.403 106.79 0.585 155.02 0.85 225.25 1.269 336.28
8 75mm21/2" 0.557 147.60 0.846 224.19 1.191 315.61 1.782 472.23
9 90mm3" 0.799 211.73 1.22 323.30 1.715 454.47 2.568 680.52
10 110mm4" 1.185 314.02 1.703 451.29 2.545 674.42 3.801 1007.26
11 125mm41/2" 1.530 405.45 2.289 606.58 3.293 872.64 4.962 1314.93
12 140mm5" 1.897 502.70 2.901 768.76 4.15 1099.75 6.209 1645.38
13 160mm6" 2.453 650.04 3.773 999.84 5.355 1419.07 8.079 2140.93
14 180mm7" 3.148 834.22 4.762 1261.93 6.8 1802.00 10.256 2717.84
15 200mm8" 3.875 1026.87 5.89 1560.85 8.391 2223.61 12.62 3344.30
16 225mm9" 4.822 1277.83 7.445 1972.92 10.544 2794.16 16.014 4243.71
17 250mm10" 6.012 1593.18 9.187 2434.55 13.041 3455.86 19.757 5235.60
18 280mm11" 7.471 1979.81 11.455 3035.57 16.327 4326.65 24.708 6547.62
19 315mm12" 9.417 2495.50 14.508 3844.62 20.694 5483.91 31.16 8257.40
20 355mm14" 11.957 3168.60 18.382 4871.23 26.243 6954.39 39.635 10503.27
21 400mm15" 15.221 4033.56 23.342 6185.63 33.3 8824.50 50.344 13341.16
22 450mm16" 19.163 5078.19 29.351 7778.01 42.065 11147.22 63.598 16853.47
23 500mm17" 23.836 6316.54 36.406 9647.59 51.9 13753.50 78.735 20864.77

G.I. Pipe ,Fittings & Valves Rate

Prepared By: Checked By: Approved By:

 Size (R.S.) :
S.n Particulars 15 20 25 32 40 50 65 80 100 150 Remarks
0.5" 0.75" 1" 1.25" 1.5" 2" 2.5" 3" 4" 6"
1 Socket 47.00 73.00 100.00 154.00 208.00 306.00 554.00 817.00 1415.00 4752.00
2 Elbow 52.00 94.00 145.00 220.00 308.00 464.00 805.00 1253.00 2159.00 6430.00
3 Tee 80.00 127.00 185.00 256.00 410.00 671.00 1054.00 1424.00 2587.00 8298.00
4 G.I. Union 169.00 238.00 349.00 480.00 594.00 884.00 1808.00 2436.00 3210.00 8663.00
5 Reducer Socket 0 80.00 108.00 168.00 226.00 337.00 602.00 860.00 1552.00 5216.00
6 C.I. Plug 30.00 40.00 49.00 98.00 124.00 149.00 214.00 437.00 838.00
7 Reducer Tee 0 139.00 204.00 325.00 451.00 737.00 1160.00 1568.00 2866.00 9126.00
8 End Cap 11.00 25.00 37.00 60.00 70.00 85.00 110.00 190.00 410.00
9 G.I./G.I Flange Set 0 0 0 964.00 1186.00 1453.00 1699.00 1892.00 2348.00 3488.00
10 G.i./H.D.P. Flange Set 0 0 0 1038.00 1322.00 1562.00 1824.00 1950.00 2406.00 3505.00
11 2"Plain Nipple 25.00 37.00 50.00 68.00 83.00 127.00 0.00 0.00 0.00
12 3"Plain Nipple 37.00 56.00 76.00 102.00 126.00 188.00 259.00 378.00 0.00
13 4"Plain Nipple 50.00 74.00 101.00 136.00 166.00 253.00 347.00 505.00 649.00 0.00
14 6"Plain Nipple 76.00 113.00 151.00 205.00 253.00 379.00 518.00 742.00 917.00
15 9"Plain Nipple 113.00 167.00 202.00 307.00 413.00 569.00 768.00 1136.00 4871.00
16 12"Plain Nipple 151.00 221.00 251.00 410.00 505.00 757.00 10222.00 1514.00 1808.00
17 31cm - 50cm Long Nipple 177.27 199.65 252.89 300.69 330.94 418.66 506.99 608.03 862.13 0.00
18 51cm - 100cm Long Nipple 257.73 302.50 408.98 504.57 565.07 740.52 917.18 1119.25 1627.45 0.00
19 101cm - 150cm Long Nipple 338.20 405.35 565.07 708.46 799.21 1062.38 1327.37 1630.48 2392.78 0.00
20 151cm - 200cm Long Nipple 418.66 508.20 721.16 912.34 1033.34 1384.24 1737.56 2141.70 3158.10 0.00
21 G.I.Pipe (Med. Class) 172.00 220.00 328.00 427.00 490.00 670.00 855.00 1060.00 1573.00 2633.00
22 G.I.Pipe (Heavy Class) 203.00 257.00 383.00 490.00 565.00 823.00 1032.00 1215.00 1883.00 2767.00
23 G.I. Strainer 242.00 375.10 665.50 738.10 1004.30 1560.90 1583.89 2057.00 2625.70
24 Gate Valve 962.00 1198.00 1930.00 2753.00 3467.00 5519.00 11411.00 14188.00 23238.00
25 Check Valve 893.00 1200.00 1775.00 2623.00 3035.00 5055.00 10225.00 13657.00 19301.00
26 Brass Tap (400GM) 906.00 Ordinary Brass Tap 0.50" - Rs,205 0 0 0 0
27 Globe Vlave (GM) 924.00 1505.00 1859.00 2953.00 3716.00 4640.00 9114.00 15060.00 24350.00
28 Ferrule Cocks (GM) 1550.00 1961.00 2879.00 0 0 0 0 0 0
29 Float Valve (GM) 1134.00 1283.00 1556.00 2690.00 4042.00 5381.00 0 0 0
30 C.I. Air Valve(Heavy) 3787.30 5224.78 5793.48 0.00 0.00 0.00 0.00 0.00 0.00
31 Brass Union With Adopter 245.00 377.00 590.00 742.00 1322.00 1961.00 0 0 0
32 Saddle Ferrule 0 0 0 0 354.00 468.00 1306.00 1727.00 2462.00
33 Flow Regulator with key 1333.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Prepared By: Checked By: Approved By:

 34 Sluice Valve 0.00 0.00 0.00 0.00 6903.05 9208.10 11501.05 13804.89 18401.68

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

3 COLLECTION& TRANSPORTATION OF CONSTRUCTION MATERIAL
3.1.d Collection, Screening and Providing of Sand Unit Wt. 1450 kg/m3
A. Collection
I Collection, screening & providing of sand from nearest source Source: Madi Khola
Source Capacity>65%
Manpower Unit Rate Amount, Rs.
1.43 m-day 863.00 1234.09
II Rate mentioned on corressponding District Rate/ Crusher Collection 2200.00
Adopt Rate mentioned on corressponding District Rate/ Crusher Collection i.e, Rs. 2200
B. Trasportation
I Vehicle Km Rs., Kg/Km Amount, Rs.
Metalled Road 0 0.02 0
Earthern/Gravel Road 3.2 0.05 232
Rate for Vehicular Transportation 232
II Manual Dist. Avg. 0.2 Km
Unit Wt. Rate Amount, Rs.
1450 0.69 199.38
Rate for Manual Transportation 199.375
Per Cu.m price of Sand at Site, Rs. 2631.37

3.4 Collection of rubble stone of required size including Stacking(haulage dist 10 m) Unit Wt. 2400 kg/m3
A. Collection
I Collection & providing of boulder from nearest source Source: Risti Khola
Manpower Unit Rate Amount, Rs.
1.4 m-day 863.00 1208.2
II Rate mentioned on corressponding District Rate/ Crusher Collection 1810.00
Adopt Rate mentioned on corressponding District Rate/ Crusher Collection i.e, Rs. 1810
B. Trasportation
I Vehicle Km Rs., Kg/Km Amount, Rs.
Metalled Road 0 0.02 0
Earthern/Gravel Road 0 0.05 0
Rate for Vehicular Transportation 0
II Manual Dist. Avg. 0 Km
Unit Wt. Rate Amount, Rs.
2400 0.69 0
Rate for Manual Transportation 0
Per Cu.m price of Boulder at Site, Rs. 1810
Breaking collection and screening of stone including stacking(haulage dist. 10
3.5 m)
e Aggregate-5-10mm Unit Wt. 1800 kg/m3
A. Collection
I Collection & providing of aggregate from nearest source Source: Risti Khola
Manpower Unit Rate Amount, Rs.
29 m-day 863.00 25027
II Rate mentioned on corressponding District Rate/ Crusher Collection 1854.00
Adopt Rate mentioned on corressponding District Rate/ Crusher Collection i.e, Rs. 1854
B. Trasportation
I Vehicle Km Rs., Kg/Km Amount, Rs.
Metalled Road 0 0.02 0
Earthern/Gravel Road 0 0.05 0
Rate for Vehicular Transportation 0
II Manual Dist. Avg. 0.2 Km
Unit Wt. Rate Amount, Rs.
1800 0.69 247.5
Rate for Manual Transportation 247.5
Per Cu.m price of Aggregates(5-10mm) at Site, Rs. 2101.5
d. Aggregate-10-20mm Unit Wt. 1800 kg/m3
A. Collection
I Collection & providing of aggregate from nearest source Source: Risti Khola
Manpower Unit Rate Amount, Rs.
21.5 m-day 863.00 18554.5
II Rate mentioned on corressponding District Rate/ Crusher Collection 1854.00
Adopt Rate mentioned on corressponding District Rate/ Crusher Collection i.e, Rs. 1854.00

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

3 COLLECTION& TRANSPORTATION OF CONSTRUCTION MATERIAL
B. Trasportation
I Vehicle Km Rs., Kg/Km Amount, Rs.
Metalled Road 0 0.02 0
Earthern/Gravel Road 0 0.05 0
Rate for Vehicular Transportation 0
II Manual Dist. Avg. 0.2 Km
Unit Wt. Rate Amount, Rs.
1800 0.69 247.5
Rate for Manual Transportation 247.5
Per Cu.m price of Aggregates(10-20mm) at Site, Rs. 2101.50
c. Aggregate-20-40mm Unit Wt. 1800 kg/m3
A. Collection
I Collection & providing of aggregate from nearest source Source: Risti Khola
Manpower Unit Rate Amount, Rs.
15 m-day 863.00 12945
II Rate mentioned on corressponding District Rate/ Crusher Collection 1690.00
Adopt Rate mentioned on corressponding District Rate/ Crusher Collection i.e, Rs. 1690
B. Trasportation
I Vehicle Km Rs., Kg/Km Amount, Rs.
Metalled Road 0 0.02 0
Earthern/Gravel Road 0 0.05 0
Rate for Vehicular Transportation 0
II Manual Dist. Avg. 0.2 Km
Unit Wt. Rate Amount, Rs.
1800 0.69 247.5
Rate for Manual Transportation 247.5
Per Cu.m price of Aggregates(20-40mm) at Site, Rs. 1937.5

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

TRANSPORTATION OF MATERIALS
CONVENIENT MATERIALS/EASY GOODS
1 2 3 4 5 6
Metalled Roads Gravel/Earthern Roads Loading/Unloading Manual
Weight Total
Truck Truck Load/ Manual Cost at Site
S. No Materials Unit Factor to Unit Rate Market/Source Convenient Convenien Convenien Convenie Transpn
Distances Trans. Distances Trans. Unloading Distances Trans. (Contract)
Kg Goods t Goods t Goods nt Goods Cost
Charge Charge Charge Charge
1 Cement mt. 1000 13200.00 Damauli 20.0 0.02 400.00 5 0.05 250.00 0.13 130.00 0.5 0.6875 343.750 1123.75 14323.75
2 Binding Wires Kg 1 115.50 Damauli 20.0 0.02 0.40 5 0.05 0.25 0.13 0.13 0.5 0.6875 0.344 1.124 116.62
3 Nails Kg 1 112.50 Damauli 20.0 0.02 0.40 5 0.05 0.25 0.13 0.13 0.5 0.6875 0.344 1.124 113.62
4 Bricks-M nos 3.6 15.20 Damauli 20.0 0.02 1.44 5 0.05 0.90 0.13 0.47 0.5 0.6875 1.238 4.046 19.25
5 Bricks-L nos 2.8 11.49 Damauli 20.0 0.02 1.12 5 0.05 0.70 0.13 0.36 0.5 0.6875 0.963 3.147 14.64
6 Gabion GI Wire (Commercial) kg 1 102.30 Damauli 20.0 0.02 0.4 5 0.05 0.25 0.13 0.13 0.5 0.6875 0.344 1.124 103.42
7 Gabion GI Wire (Heavy Class) kg 1 130.00 Damauli 20.0 0.02 0.4 5 0.05 0.25 0.13 0.13 0.5 0.6875 0.344 1.124 131.12
8 Machine Made Gabion Boxes kg 2 315.00 Damauli 20.0 0.02 0.8 5 0.05 0.5 0.13 0.26 0.5 0.6875 0.688 2.248 317.25

INCONVENIENT MATERIALS/DIFFICULT GOODS

1 2 3 4 5 6
Metalled Roads Gravel/Earthern Roads Loading/Unloading Manual
Weight Total
In- Truck In- Truck In- Load/ In- Manual Cost at Site
S. No Materials Unit Factor to Unit Rate Market/Source Transpn
Distances Convenient Trans. Distances Convenien Trans. Convenien Unloading Distances Convenie Trans. (Contract)
Kg Cost
Goods Charge t Goods Charge t Goods Charge nt Goods Charge
1 MS bars mt. 1000 93500.00 Damauli 20.0 0.02 400.00 5 0.063 315.00 0.18 180.00 0.5 1.0312 515.60 1410.60 94910.60
2 NP3 Hume Pipe
900 rm 753.6 11000.00 Damauli 20.0 0.02 301.44 5 0.063 237.38 0.18 135.65 0.5 1.0312 388.56 1063.03 12063.03

INCONVENIENT MATERIALS/VERY-DIFFICULT GOODS

1 2 3 4 5 6
Metalled Roads Gravel/Earthern Roads Loading/Unloading Manual
Weight Total
Truck Truck Load/ Manual Cost at Site
S. No Materials Unit Factor to Unit Rate Market/Source InConvenie InConveni InConveni InConveni Transpn
Distances Trans. Distances Trans. Unloading Distances Trans. (Contract)
Kg nt Goods ent Goods ent Goods ent Goods Cost
Charge Charge Charge Charge
11 Geotextile, 150gsm Sq.m 0.15 82.00 Damauli 20.0 0.02 0.06 5 0.063 0.047 0.18 0.027 0.5 1.0312 0.077 0.211 82.21

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Summary of Rate Analysis

WUA
Contract Rate Rate(Without
(With OH /Without OH/Without VAT)
S. No. Description of the work Unit VAT)
SITE PREPARATION
1 Cutting thick vegitation,grubing their roots and disposal 25m Sq.m 39.698 34.52
2 Removal of top soil and disposal away from construction site(15-20cm) Sq.m 158.792 138.08
EARTHWORKS
1 Excavation of soft clay and silty soils including diaposal(10m lead and 1.5m lift) Cu.m 715.55 622.22
2 Earthwork in excavation in Gravel Boulder Mixed Soil including disposal up to 10 m lead and 1.5 m lift Cu.m 1625.33 1413.33
3 Earthwork excavation in Shallow water depth including disposal upto 10m lead and 1.5m lift. Cu.m 2555.55 2222.22
4 Earthwork in excavation in factured and soft rock including disposal up to 10 m lead and 1.5 m lift Cu.m 2555.55 2222.22
5 Earthwork in excavation in soft medium rock including disposal up to 10 m lead and 1.5 m lift Cu.m 3066.67 2666.67
6 Earthwork in excavation in hard rock without blasting and without chiselling Cu.m 5111.12 4444.45
7 Earthwork in excavation in hard rock without blasting and with chiselling Cu.m 24737.80 21511.13
Excavation in all types of soil as per Drawing and Technical Specification including removal of stumps and other
8 deleterous matter, all lift and leads as per Drawing and Instruction of the Engineer. Cu.m 133.87 116.41
Filling with ordinary soils in 15cm thick layers and hand compaction without sprinkling water (haulage distance
9 10m ) Cu.m 255.55 222.22

10 Filling with ordinary soils in 15cm thick layers and hand compaction with sprinkling water (haulage distance 10m ) Cu.m 511.11 444.44
Construction of Embankment with Material from Borrow pits. Providing, laying, spreading and compacting
11 embankment with river bed material as per Drawing and Technical Specifications Cu.m 292.25 254.13
12 Grass turfing works including grass sodding, transporting and placing in position and water sprinkling Sq.m 108.60 94.44
CEMENT CONCRETE WORK

1 Concreting of foundations vertical faces, walls including supply of materials and haulage upto 30m-1:3:6(M10) Cu.m 12412.74 10793.69
Concreting of foundations vertical faces, walls and abutments (plum concrete) including supply of materials and
2 haulage upto 30m. PCC 1:2:4 Cu.m 13105.38 11395.98
Concreting works for superstructures, deck slabs, beams including supply of materials and haulage upto 30m-
4 PCC 1:2:4 Cu.m 13912.17 12097.54
Concreting works for superstructures, deck slabs, beams including supply of materials and haulage upto 30m-
5 PCC 1:1.5:3 Cu.m 17995.33 15648.11
Concreting works for superstructures, deck slabs, beams including supply of materials and haulage upto 30m-
6 1:1:2(M25) Cu.m 21067.97 18319.97
STEEL WORKS
Cutting, bending,placing in position as shown in the drawingd and binding by wires of reinforcement steel bars
1 work including haulage 30 m. Kg 144.28 125.46
2 Gate Works Job 30000.00 30000.00
FORM WORKS & TIMBER WORKS
Making wooden forms for floor and slab including supply & selection of material fixing, nailing, placing separators,
1 dismantling forms and hauling up to 30m distance Sq.m 822.81 715.49
FLOORING WORK
1 Filling the foundation by stones and levelling It.(lead=30m)-Stone Soiling Cu.m 3986.48 3466.50
RIVER TRAINING WORKS
Making Rectangular Gabion Box with two way knot including wire cutting,netting etc Complete, Mesh Size
1 100mm*100mm, Mesh Wire 10 SWG, Salvaged Wire-7 Swg Box 6370.78 5539.81
Sq.m 404.49 351.73
Making Rectangular Gabion Box(3*1.5*0.75) with two way knot including wire cutting,netting etc Complete, Mesh
2 Size 150mm*150mm, Mesh Wire 10 SWG, Salvaged Wire-7 Swg Box 3898.59 3390.08
Sq.m 247.53 215.24
Supply of Machine Made Gabion box( mesh size 10*12 cm, heavy galvanized, mesh wire 3mm, selvedge wire
3 3.9mm and lacing wire 2.4mm dia) Sq.m 364.83 317.24
4 Filling Stone in Gabion Box Cu.m 2577.73 2241.50
5 Temporary Diversion of Source water Job 150000 150000
6 Laying of Terram Paper(Geotextile) Sq.m 159.82 138.98

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

RATE ANALYSIS
2 EARTHWORKS
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Excavation of soft clay and silty soils including Unskilled 0.7 m-day 863.00 604.10
1 622.22
diaposal(10m lead and 1.5m lift) 1 Cu.m T and P 3 % 18.12
Total 622.22
Overhead-15 % 93.33
Rate With OH 715.55
Rate per Cu.m. 715.55
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Earthwork in excavation in Gravel Boulder Unskilled 1.59 m-day 863.00 1372.17
14 Mixed Soil including disposal up to 10 m lead 1413.33
1 Cu.m T and P 3 % 41.16
and 1.5 m lift
Total 1413.33
Overhead-15 % 212.00
Rate With OH 1625.33
Rate per Cu.m. 1625.33
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Earthwork excavation in Shallow water depth Unskilled 2.5 m-day 863.00 2157.50
22 including disposal upto 10m lead and 1.5m 2222.22
1 Cu.m T and P 3 % 64.72
lift.
Total 2222.22
Overhead-15 % 333.33
Rate With OH 2555.55
Rate per Cu.m. 2555.55
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Skilled 1 m-day 1190.00 1190.00
Excavation in all types of soil as per Drawing 3779.00
Dor and Technical Specification including removal Unskilled 3 m-day 2589.00
Norm, of stumps and other deleterous matter, all lift 240 Cu.m 863.00
9.4.B I and leads as per Drawing and Instruction of
the Engineer. Hydraulic Excavator 6 hr 24158.22 24158.22
4026.37
Total 27937.22
Overhead-15 % 4190.58
Rate With OH 32127.80
Rate per Cu.m. 133.87
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Filling with ordinary soils in 15cm thick layers Unskilled 0.25 m-day 863.00 215.75
25. b 222.22
and hand compaction without sprinkling water 1 Cu.m T and P 3 % 6.47
(haulage distance 10m ) Total 222.22
Overhead-15 % 33.33
Rate With OH 255.55
Rate per Cu.m. 255.55
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Skilled 1 m-day 1190.00
Construction of Embankment with Material 1190.00 4642.00
from Borrow pits Unskilled 4 m-day 3452.00
Dor 863.00
Providing, laying, spreading and compacting
Norm, 300 Cu.m Dozer 3 hr 6603.61 19810.83
embankment with borrow material as per
9.8 Hydraulic Excavator 6 hr 4026.37 24158.22
Drawing 71596.50
and Technical Specifications Motor Grader 3 hr 3963.89 11891.67
Vibratory Roller 6 hr 2622.63 15735.78
Total 76238.50
Overhead-15 % 11435.78
Rate With OH 87674.28
Rate per Cu.m. 292.25

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

RATE ANALYSIS
7 CEMENT CONCRETE WORK
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
1 Cu.m Skilled 1 m-day 1190.00 1190.00
4642.00
Unskilled 4 m-day 863.00 3452.00
Concreting of foundations vertical faces, walls Cement 0.22 mt.(4.4 bags) 14323.75 3151.22
7.2. c including supply of materials and haulage upto Agg-40mm 0.65 m3 1937.50 1259.37
30m-1:3:6(M10) 6151.69
Agg-20mm 0.24 m3 2101.50 504.36
Sand 0.47 m3 2631.37 1236.74
Total 10793.69
Overhead-15 % 1619.05
Rate With OH 12412.74
Rate per Cu.m. 12412.74
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
1 Cu.m Skilled 0.3 m-day 1190.00 357.00
3809.00
Unskilled 4 m-day 863.00 3452.00
Concreting of foundations vertical faces, walls Cement 0.32 mt.(6.4 bags) 14323.75 4583.60
and abutments (plum concrete) including Agg-20mm 0.57 m3 2101.50 1197.85
7.1b
supply of materials and haulage upto 30m.
Agg-10mm 0.19 m3 2101.50 399.28 7586.98
PCC 1:2:4
Stone 0.13 m3 1810.00 235.30
Sand 0.445 m3 2631.37 1170.95
Total 11395.98
Overhead-15 % 1709.40
Rate With OH 13105.38
Rate per Cu.m. 13105.38
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
1 Cu.m Skilled 1 m-day 1190.00 1190.00
4642
Unskilled 4 m-day 863.00 3452.00
Cement 0.32 mt.(6.4 bags) 14323.75 4583.60
Concreting works for superstructures, deck
7.2. d slabs, beams including supply of materials and Agg-40mm 0.52 m3 1937.50 1007.50
haulage upto 30m-PCC 1:2:4 Agg-20mm 0.22 m3 2101.50 462.33 7455.54
Agg-10mm 0.11 m3 2101.50 231.16
Sand 0.445 m3 2631.37 1170.95
Total 12097.54
Overhead-15 % 1814.63
Rate With OH 13912.17
Rate per Cu.m. 13912.17
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Skilled 0.8 m-day 1190.00 952.00
6993
Unskilled 7 m-day 863.00 6041.00
Concreting works for superstructures, deck Cement 0.4 mt.(8 bags) 14323.75 5729.50
7.4. b slabs, beams including supply of materials and Agg-20mm 0.57 m3 2101.50 1197.85
haulage upto 30m- PCC 1:1.5:3 8655.11
Agg-10mm 0.29 m3 2101.50 609.43
1 Cu.m Sand 0.425 m3 2631.37 1118.33
Total 15648.11
Overhead-15 % 2347.22
Rate With OH 17995.33
Rate per Cu.m. 17995.33
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Skilled 0.8 m-day 1190.00 952.00
6993
Unskilled 7 m-day 863.00 6041.00
Concreting works for superstructures, deck Cement 0.61 mt.(12.2 bags) 14323.75 8737.48
4. c slabs, beams including supply of materials and Agg-40mm 0.64 m3 1937.50 1240.00
haulage upto 30m-1:1:2(M25) 11326.97
Agg-10mm 0.11 m3 2101.50 231.16
1 Cu.m Sand 0.425 m3 2631.37 1118.33
Total 18319.97
Overhead-15 % 2748.00
Rate With OH 21067.97
Rate per Cu.m. 21067.97

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

RATE ANALYSIS
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Cutting, bending,placing in position as shown Skilled 12 m-day 1190.00 14280.00
24636.00
in the drawingd and binding by wires of Unskilled 12 m-day 863.00 10356.00
7.5
reinforcement steel bars work including MS bars 1.05 mt. 94910.60 99656.13
haulage 30 m. 100822.37
1 Mt. Binding wires 10 Kg. 116.62 1166.24
Total 125458.37
Overhead-15 % 18818.76
Rate With OH 144277.13
Rate per Kg. 144.28
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Skilled 0.02 m-day 1190.00 23.80
Supplying and Fixing of Rubber Seal, 150 gsm 32.43
Unskilled 0.01 m-day 863.00 8.63
all Complete
1 RM Rubber Seal, 150 gsm 1.1 rm 280.00 308.00 308
Total 340.43
Overhead-15 % 51.06
Rate With OH 391.49
Rate per Rm. 391.49
8.00 Formwork Works
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Making wooden forms for floor and slab 10.00 Sq.m Skilled 1.44 m-day 1190.00 1713.60
3525.90
including supply & selection of material fixing, Unskilled 2.10 m-day 863.00 1812.30
2. b
nailing, placing separators, dismantling forms Local wood 0.526 m3 50873.76 3344.94
and hauling up to 30m distance 3629.00
Nails 2.50 Kg 113.62 284.06
Total 7154.90
Overhead-15 % 1073.24
Rate With OH 8228.14
Rate per Sq. m. 822.81
6.00 FLOORING WORK
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Filling the foundation by stones and levelling It. 1.00 Cu.m Unskilled 1.50 m-day 863.00 1294.50
5.00 3466.50
(lead=30m)-Stone Soiling Stone 1.20 m3 1810.00 2172.00
Total 3466.50
Overhead-15 % 519.98
Rate With OH 3986.48
Rate per Cu.m. 3986.48
11.40 Dry Stone Laying With Sand
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
10.00 Sq.m Skilled 1.00 m-day 1190.00 1190.00
4210.50
Unskilled 3.50 m-day 863.00 3020.50
a. Dry Stone Laying With Sand-Stone Laying
Stone 1.10 m3 1810.00 1991.00
3553.00
Sand 0.71 m3 2200.00 1562.00
Total 7763.50
Overhead-15 % 1164.52
Rate With OH 8928.03
Rate per Sq.m. 892.80
16 RIVER TRAINING WORKS
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Making Rectangular Gabion Box with two way 1 Box Skilled 0.7 m-day 1190.00 833.00
knot including wire cutting,netting etc 1212.72
16.9.a
Complete, Mesh Size 100mm*100mm, Mesh Unskilled 0.44 m-day 863.00 379.72
Wire 10 SWG, Salvaged Wire-7 Swg Gabion GI Wire (Heavy Class) 33 Kg. 131.12 4327.09 4327.09
Rate per Sq.m Total 5539.81
3*1.5*0.75, 15.75m2 404.49 Overhead-15 % 830.97
Rate With OH 6370.78
Rate per Box 6370.78

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

RATE ANALYSIS
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Supply of Machine Made Gabion box( mesh
size 10*12 cm, heavy galvanized, mesh wire
16.11 317.24
3mm, selvedge wire 3.9mm and lacing wire
2.4mm dia) 1 Sq.m Machine Made Gabion Boxes 1 m 2
317.25 317.24
Total 317.24
Overhead-15 % 47.59
Rate With OH 364.83
Rate per Sq.m 364.83
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
1 Cu.m Unskilled 0.5 m-day 863.00 431.50
16.11 Filling Stone in Gabion Box 2241.5
Stone 1 m3 1810.00 1810.00
Total 2241.5
Overhead-15 % 336.225
Rate With OH 2577.725
Rate per Cu.m. 2577.725
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Unskilled 0.05 m-day 863.00 43.15
44.44
27.12.i Laying of Terram Paper(Geotextile) T and P 3 % of Labour Cost 1.29
1 Sq.m Geotextile, 150gsm 1.15 m2 82.21 94.54 94.54
Total 138.98
Overhead-15 % 20.847
Rate With OH 159.827
Rate per Sq.m. 159.82
17.10 HUME PIPE WORK
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
32.00 m Skilled 11.00 m-day 1190.00 13090.00
56240.00
Unskilled 50.00 m-day 863.00 43150.00
Laying RCC Pipes and Its accessories in 1:2 RCC Pipe 32.00 m 12063.03 386016.89
g. Cement mortar jute ect. including haulage upto Cement 0.29 mt. 14323.75 4153.88
100m-90 cm dia pipe 392303.31
Sand 0.40 m3 2631.37 1052.54
Jute 12.00 kg 90.00 1080.00
Total 448543.31
Overhead-15 % 67281.50
Rate With OH 515824.81
Rate per Rm. 16119.53
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total
Grass turfing works including grass sodding, Unskilled 0.05 m-day 863.00 43.15
44.44
2.4 transporting and placing in position and water T and P 3 % of Labour Cost 1.29
sprinkling 1 Sq.m Grass sod 1 m2 50.00 50.00 50.00
Total 94.44
Overhead-15 % 14.166
Rate With OH 108.61
Rate per Sq.m. 108.6

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

6 STONE MASONRY WORKS

6.1 Rubble Masonry Works including supply of hard stone blocks, preparing cement mortar and construction of wall, upto 5 m ht. (Haulage 10m)

Contract Rate WUA Rate

Rate With
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total VAT Amount with VAT Sub-Total
Skilled 1.5 m-day 1190.00 1785.00 1190.00 1785.00
6100.00 6100.00
Unskilled 5 m-day 863.00 4315.00 863.00 4315.00
a. 1:3 Cement Mortar Cement 0.194 mt. 14323.75 2778.81 #NAME? #NAME?
Sand 0.42 m3 2200.00 924.00 5693.81 2200.00 924.00 #NAME?
1 Cu.m Stone 1.1 m3 1810.00 1991.00 1810.00 1991.00
Total 11793.81 Total #NAME?
Overhead-15 % 1769.07 Rate per Cu.m. #NAME?
Rate With OH 13562.88
Rate per Cu.m. 13562.88

Contract Rate WUA Rate

Rate With
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total VAT Amount with VAT Sub-Total
1 Cu.m Skilled 1.5 m-day 1190.00 1785.00 1190.00 1785.00
6100.00 6100.00
Unskilled 5 m-day 863.00 4315.00 863.00 4315.00
b. 1:4 Cement Mortar Cement 0.159 mt. 14323.75 2277.48 #NAME? #NAME?
Sand 0.45 m3 2200.00 990.00 5258.48 2200.00 990.00 #NAME?
Stone 1.1 m3 1810.00 1991.00 1810.00 1991.00
Total 11358.48 Total #NAME?
Overhead-15 % 1703.77 Rate per Cu.m. #NAME?
Rate With OH 13062.25
Rate per Cu.m. 13062.25

Prepared By: Checked By: Approved By:

 Contract Rate WUA Rate
Rate With
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total VAT Amount with VAT Sub-Total
1 Cu.m Skilled 1.5 m-day 1190.00 1785.00 1190.00 1785.00
6100.00 6100.00
Unskilled 5 m-day 863.00 4315.00 863.00 4315.00
C. 1:6 Cement Mortar Cement 0.106 mt. 14323.75 1518.32 #NAME? #NAME?
Sand 0.47 m3 2200.00 1034.00 4543.32 2200.00 1034.00 #NAME?
Stone 1.1 m3 1810.00 1991.00 1810.00 1991.00
Total 10643.32 Total #NAME?
Overhead-15 % 1596.50 Rate per Cu.m. #NAME?
Rate With OH 12239.82
Rate per Cu.m. 12239.82

6.2 Rubble Masonry Works including supply of hard stone, and construction of wall, upto 5 m ht. (Haulage 30m)

Contract Rate WUA Rate

Rate With
S. No. Description of the work Quantity Unit Manpower/Materials Units Rate Amount Sub-Total VAT Amount with VAT Sub-Total
1 Cu.m Skilled 1 m-day 1190.00 1190.00 1190.00 1190.00
2916.00 2916.00
a. Dry Wall Unskilled 2 m-day 863.00 1726.00 863.00 1726.00
Stone 1.1 m3 1810.00 1991.00 1991.00 1810.00 1991.00 1991.00
Total 4907.00 Total 4907.00
Overhead-15 % 736.05 Rate per Cu.m. 4907.00
Rate With OH 5643.05
Rate per Cu.m. 5643.05

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

MACHINE HIRE RATE, DOR

1 District Rate : Fuel and Lubricant

S.N. Description Unit District Rate Lead Total With VAT

NOC,
Diesel lit. 153.00
1 135.40 135.40 2022/5/16
NOC,
Kerosene lit. 153.00
2 135.40 135.40 2022/5/17
Petrol NOC,
lit. 170.00
3 150.44 150.44 2022/5/18
4 Electricity unit 7.00 7.00

2 DOR's Equipment Hire Rate

Servicing (FOG)

(heating) Lit./ Hr

Total Hire Rate

Electricity Cost
Consumption

Fuel Oil Cost

Maintenance

Fuel Lit./ Hr
Description

Ownership

Operator's

Electricity
Fuel Cost

Fuel Oil
Charge

unit/hr
(crew)
S.N.

Unit

1a Excavator (upto 150 HP) hr. 1716.00 240.00 295.00 594.00 9.12 1234.83 0.00 0.00 4079.83
Excavator with Breaker (150 240.00 253.00 594.00
HP) hr.
1b 1716.00 9.12 1234.83 0.00 0.00 4037.83
Loader Front Wheel ( upto 360.00 229.00 392.00
60/25 m3) hr.
2 1201.00 8.27 1119.74 0.00 0.00 3301.74
3 Tractor 50 hp hr. 248.00 240.00 125.00 81.00 4.50 609.29 0.00 0.00 1303.29
Tractor with Ratevator hr. 265.00 240.00 125.00 87.00 4.50 609.29 0.00 0.00 1326.29
Tractor with Riper hr. 272.00 240.00 125.00 90.00 4.50 609.29 0.00 0.00 1336.29
4 Truck ( 10 tonnes, 4.5 cum) hr. 496.00 240.00 263.00 165.00 9.46 1280.86 0.00 0.00 2444.86
5 Tipper 5 cum hr. 300.00 240.00 191.00 95.00 6.90 934.24 0.00 0.00 1760.24
6 Truck ( 8 tonnes) hr. 800.00 855.00 8.00 1083.18 0.00 0.00 2738.18
7 Water Pump 10cm dia hr. 3.00 1.00 10.00 1.00 0.00 0.00 29.16 204.12 0.00 219.12
8 Grader ( 90 HP) hr. 1604.00 360.00 257.00 525.00 9.25 1252.43 0.00 0.00 3998.43
Water browser/Tanker (6 KL) 240.00 200.00 177.00
hr.
9 529.00 7.20 974.86 0.00 0.00 2120.86
Vibrator Roller Self Propelled 756.00
hr.
10 800.00 5.00 676.99 0.00 0.00 2232.99
11 Smooth Wheel Roller hr. 437.00 300.00 174.00 143.00 6.27 848.94 0.00 0.00 1608.00
11 Vibrator Roller ( 8 - 10 ton) hr. 1133.00 240.00 151.00 387.00 5.46 739.27 0.00 0.00 2650.27
12 Pneumatic Tyred Roller hr. 1552.00 240.00 227.00 527.00 8.19 1108.91 0.00 0.00 3319.00
13 Air compressor hr. 349.00 360.00 159.00 109.00 5.73 775.83 0.00 0.00 1459.00
14 Bitumen Boiler hr. 286.00 120.00 88.00 99.00 1.96 265.38 0.00 2.00 270.79 858.00
15 Bitumen Sprayer hr. 358.00 120.00 69.00 124.00 1.15 155.70 0.00 2.50 338.49 1165.19
16 Hand Sprayer hr. 300.00 756.00 0.00 0.00 0.00 1056.00
17 Bitumen Distributor hr. 1843.00 360.00 367.00 630.00 10.24 1386.47 0.00 3.00 406.19 4377.00
Chip Spreader (Self propelled) 360.00 377.00 645.00
hr.
18 1877.00 13.60 1841.41 0.00 0.00 5100.41
Chips Spreader (Tail mounted) 756.00
hr.
19 300.00 5.00 676.99 0.00 0.00 1732.99
20 Asphalt plant 40 ton/hr hr. 1658.00 360.00 6033.00 554.00 0.00 0.00 170.00 1190.00 200.00 27079.64 14122.00
20 Asphalt plant 20 ton/hr hr. 947.00 241.00 3131.00 317.00 0.00 0.00 125.00 875.00 100.00 13539.82 19050.82
22 Asphalt paver Hydrostatic hr. 2505.00 300.00 385.00 833.00 13.87 1877.97 0.00 0.00 4775.00
22 Asphalt paver Mechanical hr. 2357.00 300.00 321.00 783.00 11.56 1565.20 0.00 0.00 5326.20
Mobile Slurry Seal Equipment 300.00 192.00 288.00
hr.
22 877.00 11.56 1565.20 0.00 0.00 3222.20
23 Rock Drill Pneumatic hr. 130.00 855.00 2.00 270.79 0.00 0.00 1255.79
24 Generator hr. 10.00 60.00 11.00 3.00 0.39 52.80 0.00 0.00 931.00
25 Screw Jack hr. 9.00 5.00 1.00 0.00 0.00 0.00 0.00 15.00
26 Electric Heating Plate hr. 3.00 5.00 0.00 0.00 17.28 120.96 0.00 128.96
27 Mixer Machine hr. 436.00 60.00 36.00 124.00 1.30 176.01 0.00 0.00 523.00
28 Needle Vibrator hr. 100.00 756.00 1.00 135.39 0.00 0.00 991.39
28 Plate Compactor hr. 72.00 120.00 18.00 25.00 0.65 88.00 0.00 0.00 323.00
29 Crane Mobile (5-10T) hr. 1768 300.00 325.00 602.00 11.70 1584.15 0.00 0.00 4579.15
30 Crane Mobile (10-15T) hr. 1989 360.00 375.00 682.00 13.50 1827.87 0.00 0.00 5233.87
31 Dozer hr. 2960 360.00 392.00 990.00 14.14 1914.53 0.00 0.00 6616.53
Mechanical Broom (Broom hr.
32 Road) 877 240.00 142.00 288.00 5.12 693.23 0.00 0.00 2020.00

Prepared By Checked By Approved By

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Analysis of Rates for Huge Bolder Collection, transportation and Packing using Machines

1 Huge Boulder Packing work by machine

Hauling Distance 0.1 Km to 1 Km

Mean Distance 0.55 Km
A) Boulder Collection
Cost for collection = 1208.20 Cu.m

B) Transportation by Tractor including loading & unloading

Lead Distance = 0.55 Km
Capacity of Tractor = 2 cum/trip
Speed of Tractor = 5 Km/hr
Time Taken for lead distance = 0.22 hrs
Loading time by excavator per swing = 240 Sec
Loading by excavator per swing = 0.55 cum
Time taken for 2.0 cum = 0.242 hrs/trip
Time Taken for unloading = 0.017 hrs/trip
Total Time Taken = 0.479 hrs/trip
Hire charge of Tractor = #NAME? NRs/hr
Total = #NAME? NRs/Hr
Rate of Transporation per cum B = #NAME? NRs/cum

C) Total Cost per cum C=A+B = #NAME? NRs/cum

#NAME?
#NAME?
 minute
13.2

14.5
1.02
28.8
(DoR Rate)

without VAT
With 15% OH
With VAT
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Analysis of Rates for Boulder Collection, transportation and Packing using Machines

Hauling Distance 0.1 Km to 0.50 Km

Mean Distance 0.30 Km
A. Boulder Collection

Supply of stone per m3 = -

B. Transportation of boulder by Tractor including loading & unloading Remarks

Lead Distance = 0.30 Km
Capacity of Tractor = 2 cum/trip
Speed of Tractor = 5 Km/hr minute
Time Taken for lead distance = 0.12 hrs 7.2
Loading time by excavator per swing = 120 Sec
Loading by excavator per swing = 0.55 cum
Time taken for 2.0 cum = 0.121 hrs/trip 7.3
Time Taken for unloading = 0.017 hrs/trip 1.02
Total Time Taken = 0.258 hrs/trip 15.5
Hire charge of Tractor = 1303.29 NRs/hr (Dor Rate)
Total 1303.29
Rate of Transporation per cum B = 168.3 NRs/cum
C. Loading cost of Excavator/Loader:

Considering one Tractor and

Time taken by Loader/Excavator (the same for tractor) = 0.258 one excavator
Hire charge of excavator or, Loader = 4079.8 (Dor Rate)
Total = 4079.8 NRs/Hr
Rate of Loading per cum C = 526.7 NRs/cum
D. Packing of boulder by Excavator
Lead Distance = 0.02 Km 20.00
Capacity of Excavator = 0.55 cum/trip
Speed of Excavator = 2 Km/hr minute
Time Taken for lead distance = 0.02 hrs 1.2
Loading time by excavator per swing = 120 Sec
Loading by excavator per swing = 0.55 cum
Time taken for 1.0 sift = 0.061 hrs/trip 3.6
Time Taken for unloading = 0.017 hrs/trip 1.02
Total Time Taken = 0.098 hrs/trip 5.9
Stone shape factor = 60.0 %
Hire charge of excavator = 4079.8 NRs/hr D0R Rate
Total = 4079.8 NRs/Hr
Rate of packing per cum D = 1206.7 NRs/cum
E Tailor Charge for excavator transportation, L/S - NRs/cum

F Total Cost per cum F=A+B+C+D+E = 1901.71 NRs/cum

2186.96 WITH OH
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Master Summary of cost

Name of work: Ristikhola River Training Works

S.No. Sub-project Component Quantity Unit Sub Total(NRs.) Total Cost (NRs) Remarks

1 Package I 127,315,132.98
Embankment 34,751.05 Cum 11,605,682.26 Contract Part
Revetment 1,801.59 m 115,709,450.72 Contract Part
2 Package II 213,340,181.47
Embankment 54,849.85 Cum 17,724,840.88 Contract Part
Revetment 269.73 m 195,615,340.59 Contract Part
Sub Total (NRs.) 340,655,314.45
A Government Contract @ 75.87 % of Total cost. (Nrs.) 340,655,314.45
Sub-Total NRs. (A) 340,655,314.45
B General Items
a Third party insurance (0.15% of A) 510,982.97
b Insurance of the work (0.15% of A) 510,982.97
c Insurance against accident of the work man (0.15% of A) 510,982.97
d Preparation of the as-built drawing (0.05% of A) 170,327.66
e Commission for performance bond (0.05% of A) 170,327.66
f LAB Test (0.05% of A) 170,327.66
Sub-Total (B ) 2,043,931.89
C Miscellaneous Items
a Environmental protection (1.0% of A) 3,406,553.14 -
b Institutional Development (0.2% of A) 681,310.63
Sub-Total (C ) 4,087,863.77
Sub-Total (A+B+C ) 346,787,110.11
D Other Expenditure
a Work Charge (1.5% of A) 5,109,829.71
b Other minor expenses (1.5% of A) 5,109,829.71
c Physical Contingency (4% of A) 13,626,212.57
d Price Escalation (10% of A) 34,065,531.44
e VAT (13% of A) 44,285,190.87
Sub-Total (E ) 102,196,594.30
Grand Total (A+B+C+D ) 448,983,704.41
Say (NRs.) 448,983,000.00

Prepared By: Checked By:

Approved By:
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

WORK PACKAGING
CONTRACT PART-I CONTRACT PART-II Total
S. No. Description of the work Unit Rate Quantity Amount Quantity Amount Quantity Total Amount
Excavation in all types of soil as per Drawing and Technical Specification including
removal of stumps and other deleterous matter, all lift and leads as per Drawing and
1 Instruction of the Engineer. Cu.m 133.87 19683.91 2,635,002.90 27998.87 3,748,092.88 47682.78 6383095.78
Construction of Embankment with Material from Borrow pits. Providing, laying,
spreading and compacting embankment with river bed material as per Drawing and
3 Technical Specifications Cu.m 292.25 34751.05 10,155,911.30 54849.85 16,029,736.28 89600.90 26185647.58
Concreting of foundations vertical faces, walls and abutments (plum concrete)
4 including supply of materials and haulage upto 30m. PCC 1:2:4 Cu.m 13105.38 0.00 - 0.00 - 0.00 0.00
Concreting works for superstructures, deck slabs, beams including supply of materials
5 and haulage upto 30m- PCC 1:1.5:3 Cu.m 17995.33 0.00 - 0.00 - 0.00 0.00
Cutting, bending,placing in position as shown in the drawingd and binding by wires of
6 reinforcement steel bars work including haulage 30 m. Kg 144.28 0.00 - 0.00 - 0.00 0.00

Making wooden forms for floor and slab including supply & selection of material
7 fixing, nailing, placing separators, dismantling forms and hauling up to 30m distance Sq.m 822.81 0.00 - 0.00 - 0.00 0.00

Making Rectangular Gabion Box with two way knot including wire cutting,netting etc
8 Complete, Mesh Size 100mm*100mm, Mesh Wire 10 SWG, Salvaged Wire-7 Swg Sq.m 404.49 31500.10 12,741,601.83 38726.30 15,664,560.06 70226.40 28406161.89
Supply of Machine Made Gabion box( mesh size 10*12 cm, heavy galvanized, mesh
9 wire 3mm, selvedge wire 3.9mm and lacing wire 2.4mm dia) Sq.m 364.83 101736.71 37,116,197.69 189481.82 69,127,895.92 291218.54 106244093.61
10 Boulder Collection, transportation and Packing using Machines Cu.m 1076.45 0.00 - 0.00 - 0.00 0.00
11 Filling Stone in Gabion Box Cu.m 2577.73 22385.06 57,702,515.89 38796.53 100,006,787.87 61181.59 157709303.76
12 Laying of Terram Paper(Geotextile) Sq.m 159.82 31125.03 4,974,401.81 43605.27 6,968,994.61 74730.30 11943396.42
Grass turfing works including grass sodding, transporting and placing in position and
13 water sprinkling Sq.m 108.60 4969.90 539,730.59 911.69 99,009.25 5881.58 638739.84
A Sub-Total Amount 127,315,132.98 213,340,181.47 340,655,314.45

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

WORK PACKAGING
CONTRACT PART-I CONTRACT PART-II Total
S. No. Description of the work Unit Rate Quantity Amount Quantity Amount Quantity Total Amount
B General Items
a Third party insurance (0.15% of A) 190,000.00 320,000.00 510,000.00
b Insurance of the work (0.15% of A) 190,000.00 320,000.00 510,000.00
c Insurance against accident of the work man (0.15% of A) 190,000.00 320,000.00 510,000.00
d Preparation of the as-built drawing (0.05% of A) 63,000.00 106,000.00 169,000.00
e Commission for performance bond (0.05% of A) 63,000.00 106,000.00 169,000.00
f Provisional Item 170,327.66 - 170,327.66
Sub-Total (B ) 866327.66 1172000.00 2038327.66
C Miscellaneous Items
a Environmental protection (1.0% of A) 1,273,000.00 2,133,000.00 3,406,000.00
b Institutional Development(0.2% of A) 254,000.00 426,000.00 680,000.00
Sub-Total (C ) 1527000.00 2559000.00 4,086,000.00
Sub-Total (A+B+C ) 129708460.63 217071181.47 346779642.11
D Other Expenditure
a Work Charge (1.5% of A) 1909726.99 3200102.72 5109829.72
b Other minor expenses (1.5% of A) 1909726.99 3200102.72 5109829.72
c Physical Contingency (4% of A) 5092605.32 8533607.26 13626212.58
d Price Escalation (10% of A) 12731513.30 21334018.15 34065531.44
e VAT (13% of A+B) 16663589.88 27886583.59 44550173.47
Sub-Total (E ) 38307162.49 64154414.44 102461576.93
Grand Total (A+B+C+D ) 168015623.12 281225595.91 449241219.04
Say (NRs.) 168,015,000.00 281,225,000.00 449,241,000.00

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

WORK PACKAGING
CONTRACT PART-I CONTRACT PART-II Total
S. No. Description of the work Unit Rate Quantity Amount Quantity Amount Quantity Total Amount
1 Cutting thick vegitation,grubing their roots and disposal 25m Sqm 39.70 36520.00 1,449,770.96 42700.00 1,695,104.60 79220.00 3144875.56
Excavation in all types of soil as per Drawing and Technical Specification including
removal of stumps and other deleterous matter, all lift and leads as per Drawing and
2 Instruction of the Engineer. Cu.m 133.87 19683.91 2,635,002.90 27998.87 3,748,092.88 47682.78 6383095.78
Filling with ordinary soils in 15cm thick layers and hand compaction without
3 sprinkling water (haulage distance 10m ) Cu.m 255.55 0.00 - 0.00 - 0.00 0.00
Construction of Embankment with Material from Borrow pits. Providing, laying,
spreading and compacting embankment with river bed material as per Drawing and
4 Technical Specifications Cu.m 292.25 34751.05 10,155,911.30 54849.85 16,029,736.28 89600.90 26185647.58
Concreting of foundations vertical faces, walls including supply of materials and
5 haulage upto 30m-1:3:6(M10) Cu.m 12412.74 0.00 - 0.00 - 0.00 0.00
Concreting works for superstructures, deck slabs, beams including supply of materials
6 and haulage upto 30m-PCC 1:2:4 Cu.m 13912.17 0.00 - 0.00 - 0.00 0.00
Cutting, bending,placing in position as shown in the drawingd and binding by wires of
7 reinforcement steel bars work including haulage 30 m. Kg 144.28 0.00 - 0.00 - 0.00 0.00

Making wooden forms for floor and slab including supply & selection of material
8 fixing, nailing, placing separators, dismantling forms and hauling up to 30m distance Sq.m 822.81 0.00 - 0.00 - 0.00 0.00
Making Rectangular Gabion Box with two way knot including wire cutting,netting etc
9 Complete, Mesh Size 100mm*100mm, Mesh Wire 10 SWG, Salvaged Wire-7 Swg Sq.m 404.49 31500.10 12,741,601.83 38726.30 15,664,560.06 70226.40 28406161.89
10 Filling Stone in Gabion Box Cu.m 2577.73 22385.06 57,702,515.89 38796.53 100,006,787.87 61181.59 157709303.76
11 Filling the foundation by stones and levelling It.(lead=30m)-Stone Soiling Cu.m 3986.48 0.00 - 0.00 - 0.00 0.00
Laying RCC Pipes and Its accessories in 1:2 Cement mortar jute ect. including
12 haulage upto 100m-90 cm dia pipe Rm 16119.53 0.00 - 0.00 - 0.00 0.00
13 Supplying and Fixing of Rubber Seal, 150 gsm all Complete Rm 391.49 0.00 - 0.00 - 0.00 0.00
Supply & fitting steel flap gate/valve, dia 110 cm, 6mm thick plate with rubber seal
14 for anti flood sluice, complete job. No 25000.00 0.00 - 0.00 - 0.00 0.00
15 Laying of Terram Paper(Geotextile) Sq.m 159.82 31125.03 4,974,401.81 43605.27 6,968,994.61 74730.30 11943396.42
Grass turfing works including grass sodding, transporting and placing in position and
16 water sprinkling Sq.m 108.60 4969.90 539,730.59 911.69 99,009.25 5881.58 638739.84

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

WORK PACKAGING
CONTRACT PART-I CONTRACT PART-II Total
S. No. Description of the work Unit Rate Quantity Amount Quantity Amount Quantity Total Amount
A Sub-Total Amount 90,198,935.28 144,212,285.55 234,411,220.83
B General Items
a Third party insurance (0.15% of A) 135,000.00 216,000.00 351,000.00
b Insurance of the work (0.15% of A) 135,000.00 216,000.00 351,000.00
c Insurance against accident of the work man (0.15% of A) 135,000.00 216,000.00 351,000.00
d Preparation of the as-built drawing (0.05% of A) 45,000.00 72,000.00 117,000.00
e Commission for performance bond (0.05% of A) 45,000.00 72,000.00 117,000.00
f Provisional Item 170,327.66 - 170,327.66
Sub-Total (B ) 665327.66 792000.00 1457327.66
Sub-Total (A+B ) 90864262.94 145004285.55 235868548.49
VAT (13% of A+B) 11812354.18 18850557.12 30662911.30
Total of Contract Amount, NRs. 102,676,617.12 163,854,842.67 266,531,459.79
C Miscellaneous Items
a Environmental protection (1.0% of A) 901,000.00 1,442,000.00 2,344,100.00
b Institutional Development (0.2% of A) 180,000.00 288,000.00 468,800.00
Sub-Total (C ) 1081000.00 1730000.00 2,811,000.00
Sub-Total (A+B+C ) 103757617.12 165584842.67 269342459.79
D Other Expenditure
a Work Charge (1.5% of A) 1352984.03 2163184.28 3516168.31
b Other minor expenses (1.5% of A) 1352984.03 2163184.28 3516168.31
c Physical Contingency (10% of A) 9019893.53 14421228.56 23441122.08
d Price Escalation (10% of A) 9019893.53 14421228.56 23441122.08
Sub-Total (E ) 20745755.11 33168825.68 53914580.79
Grand Total (A+B+C+D ) 124503372.23 198753668.35 323257040.58
Say (NRs.) 124,503,000.00 198,753,000.00 323,257,000.00

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

CONTRACT PART - I
Package I : Chainage 3+800 to 7+057
1 2
Launching Apron/Toe
Embankment
Wall/Gabion Wall

Total Quantity

Total Amount
rate

Quantity

Quantity
Amount

Amount
S. No. Description of the work Unit
1 Cutting thick vegitation,grubing their roots and disposal 25m Sqm 39.698 36520 1449770.96 36,520.00 1,449,770.96
Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter, all
2 lift and leads as per Drawing and Instruction of the Engineer. Cu.m 133.87 - 19,683.91 2,635,002.90 19,683.91 2,635,002.90
Construction of Embankment with Material from Borrow pits. Providing,
laying, spreading and compacting embankment with river bed material as
3 per Drawing and Technical Specifications Cu.m 292.25 34,751.05 10,155,911.30 34,751.05 10,155,911.30
Concreting of foundations vertical faces, walls including supply of
4 materials and haulage upto 30m-1:3:6(M10) Cu.m 12,412.74 - - - -
Concreting works for superstructures, deck slabs, beams including supply
5 of materials and haulage upto 30m-PCC 1:2:4 Cu.m 13,912.17 - - - -

Cutting, bending,placing in position as shown in the drawingd and

6 binding by wires of reinforcement steel bars work including haulage 30 m. Kg 144.28 - - - -
Making wooden forms for floor and slab including supply & selection of
material fixing, nailing, placing separators, dismantling forms and hauling
7 up to 30m distance Sq.m 822.81 - - - -
Making Rectangular Gabion Box with two way knot including wire
cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire 10
9 SWG, Salvaged Wire-7 Swg Sq.m 404.49 - - 31,500.10 12,741,601.83 31,500.10 12,741,601.83
Supply of Machine Made Gabion box( mesh size 10*12 cm, heavy
galvanized, mesh wire 3mm, selvedge wire 3.9mm and lacing wire 2.4mm
10 dia) Sq.m 364.83 - 101,736.71 37,116,197.69 101,736.71 37,116,197.69
11 Filling Stone in Gabion Box Cu.m 2,577.73 - - 22,385.06 57,702,515.89 22,385.06 57,702,515.89

12 Filling the foundation by stones and levelling It.(lead=30m)-Stone Soiling Cu.m 3,986.48 - -
Laying RCC Pipes and Its accessories in 1:2 Cement mortar jute ect.
13 including haulage upto 100m-90 cm dia pipe RM 16,119.53 - -
14 Supplying and Fixing of Rubber Seal, 150 gsm all Complete RM 391.49 - -
Supply & fitting steel flap gate/valve, dia 110 cm, 6mm thick plate with
15 rubber seal for anti flood sluice, complete job. No 25,000.00 - -
16 Laying of Terram Paper(Geotextile) Sq.m 159.82 - 31,125.03 4,974,401.81 31,125.03 4,974,401.81
Grass turfing works including grass sodding, transporting and placing in
17 position and water sprinkling Sq.m 108.60 4,969.90 539,730.60 4,969.90 539,730.60
Sub Total Amount 11,605,682.26 115,709,450.72 127,315,132.98

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

WUA PART
S. No. Description of the work Unit WUA PAYABLE WUA CONTRIBUTION
RRM Wall Canal Earthwork Gabion Wall

Total Quantity

Total Quantity

Total Quantity
Total Amount

Total Amount

Total Amount
Quantity

Quantity

Quantity
Amount

Amount

Amount
rate rate
Err:509 #REF! Err:509 Err:509 Err:509 #REF! Err:509 #REF! Err:509
1 Err:509 Cu.m Err:509 Err:509 #REF!
Err:509 #REF! Err:509 Err:509 #REF! Err:509 #REF! Err:509 #REF! Err:509
2 Err:509 Cu.m Err:509 #REF! Err:509 #REF!
3 Err:509 Cu.m Err:509 Err:509 - Err:509 Err:509 Err:509 Err:509 - Err:509 - Err:509
Err:509 #REF! Err:509 Err:509 Err:509 #REF! Err:509 #REF! Err:509

4 Err:509 Cu.m Err:509 Err:509 #REF!

5 Err:509 Cu.m Err:509 #REF! Err:509 #REF! Err:509 Err:509 Err:509 Err:509 - Err:509 #REF! Err:509
6 Err:509 Cu.m Err:509 #REF! Err:509 #REF! Err:509 Err:509 Err:509 Err:509 - Err:509 #REF! Err:509
7 Err:509 Cu.m Err:509 Err:509 - Err:509 Err:509 Err:509 Err:509 - Err:509 - Err:509
Err:509 - Err:509 Err:509 Err:509 - Err:509 - Err:509

Concreting works for superstructures, deck slabs, beams including

8 supply of materials and haulage upto 30m- PCC 1:1.5:3 Cu.m Err:509 Err:509
9 Err:509 Rm Err:509 Err:509 - Err:509 Err:509 Err:509 Err:509 - Err:509 - Err:509
Cutting, bending,placing in position as shown in the drawingd and Err:509 - Err:509 Err:509 Err:509 - Err:509 - Err:509
binding by wires of reinforcement steel bars work including haulage
10 30 m. Kg Err:509 Err:509
Making wooden forms for floor and slab including supply & selection Err:509 #REF! Err:509 Err:509 Err:509 - Err:509 #REF! Err:509
of material fixing, nailing, placing separators, dismantling forms and
11 hauling up to 30m distance Sq.m Err:509 #REF! Err:509
12 Err:509 Cu.m Err:509 #REF! Err:509 #REF! Err:509 Err:509 Err:509 Err:509 - Err:509 #REF! Err:509
13 Err:509 - - - -
a. Err:509 Rm Err:509 #REF! Err:509 #REF! Err:509 Err:509 Err:509 Err:509 - Err:509 #REF! Err:509
14 Err:509 Rm Err:509
15 Err:509 Rm Err:509
Err:509 - Err:509 Err:509 Err:509 - Err:509 - Err:509
Supply of Machine Made Gabion box( mesh size 10*12 cm, heavy
galvanized, mesh wire 3mm, selvedge wire 3.9mm and lacing wire
16 2.4mm dia) Sq.m Err:509 Err:509
Err:509 - Err:509 Err:509 #REF! Err:509 #REF! Err:509 #REF! Err:509

17 Err:509 Sq.m Err:509 Err:509

18 Filling Stone in Gabion Box Cu.m Err:509 Err:509 - Err:509 Err:509 Err:509 #REF! Err:509 #REF! Err:509 #REF! Err:509
Sub Total Amount Err:509 Err:509 Err:509 Err:509 Err:509 Err:509
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

VAT SHEET

Material Per Unit

Total Quantity

Total Amount
District rate
Material

Amount

VAT
Unit
S. No. Description of the work
1 Err:509 Cement #REF! 0.159 Mt 13,200.000 2,098.800 272.844 #REF!
2 Err:509 Cement #REF! 0.220 Mt 13,200.000 2,904.000 377.520 #REF!
3 Err:509 Pipe #REF! 1.000 Rm 244.800 244.800 31.824 #REF!
4 Err:509 Gabion #REF! 1.270 kg 130.000 165.079 21.460 #REF!
Sub Total Amount #REF!
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED QUANTITY AND COST ESTIMATE OF HEADWORKS

S.N. Description of work No. Length Breadth Height Quantity Unit

Earth work excavation in Foundation
1

Head Wall and Intake 1 3.50 0.30 2.20 2.31

Intake Floor 1 10.10 2.00 0.75 15.15
Sub-total 17.46 cu.m.

I E/W in GBM Soil under shallow water depth. 100% of Total Qty 17.46 cu.m.

2 Earthwork filling with compaction.

1/3 rd of soil excavation 5.82 cu.m.
3 Stone soling work
Base of Core Wall 1.00 11.00 1.60 0.15 2.64
Base of Inlet Canal 1.00 10.15 2.00 0.15 3.04
Base of Escape with spillway 1.00 1.45 0.45 0.15 0.09
1.00 0.85 0.70 0.15 0.08
Sub-total 5.85 cu.m.
4 1:2:4 RCC work
A Floor Part
Intake Base slab 9.15 1.80 0.20 3.294
1
Base of Spillway 1.45 0.45 0.15 0.097
1
0.85 0.70 0.15 0.089
1
Escape cutoff 1.40 0.15 0.50 0.105
1
B Wall Part
Side walls
0.5 m long 0.50 0.15 2.52 0.378
2
Remaining wall 8.30 0.15 0.89 2.216
2
Spillway Right Wall including return wall 2.40 0.15 0.35 0.126
1
Spillway left wall including return Wall 1.50 0.15 0.35 0.078
1
2nd orifice wall 1.50 0.20 1.05 0.315
1
Deduction
Gate for escape -1 0.40 0.15 0.40 (0.024)
2nd Orifice -1 0.40 0.20 0.4 (0.032)
Spillway -1 0.65 0.15 0.2 (0.019)
Sub-total 6.62 cu.m.

5 1:1.5:3 RCC Work

A Floor Part
Base of Forebay 1 1 2.24 0.2 0.447
B Wall Part
Head Wall Below River Bed 1 3.5 0.30 2.1 2.205
Return Walls of Head 2 0.5 0.30 2.52 0.756
1st Orifice wall 1 1.5 0.20 2.52 0.756
Transition Wall 2 0.88 0.20 2.52 0.887
Sub-total 5.05 cu.m
5 Steel Reinforcement work
Spacing Dia No Unit Wt Length Qty
(mm)

Intake Base slab

2-layers main bar 150 12 63 0.889 2.000 224.00
2-layers dist bar 150 8 14 0.395 9.450 104.53
Base of Spillway
1-layers main bar 150 10 11 0.617 0.650 4.41
1-layers dist bar 150 8 5 0.395 1.650 3.26

1-layers main bar 150 10 7 0.617 0.900 3.89

1-layers dist bar 150 8 6 0.395 1.050 2.49
Escape cutoff
1-layers main bar 150 10 11 0.617 0.700 4.75
1-layers dist bar 150 8 5 0.395 1.600 3.16
0.5 m long
2-layers main bar 150 12 5 0.889 2.770 49.24
2-layers dist bar 150 8 19 0.395 0.700 21.02
Remaining wall
2-layers main bar 150 12 57 0.889 1.190 241.17
2-layers dist bar 150 8 8 0.395 8.550 108.09
Spillway Right Wall including return wall
1-layers main bar 150 12 16 0.889 0.350 4.98
1-layers dist bar 150 8 3 0.395 2.400 2.84
Spillway left wall including return Wall
1-layers main bar 150 12 10 0.889 0.350 3.11
1-layers dist bar 150 8 3 0.395 1.500 1.78
2nd orifice wall
2-layers main bar 150 12 12 0.889 1.250 53.33
2-layers dist bar 150 8 9 0.395 1.700 24.18
Base of Forebay
2-layers main bar 150 12 8 0.889 2.435 34.63
2-layers dist bar 150 12 17 0.889 1.200 36.27
Head Wall Below River Bed
2-layers main bar 120 12 20 0.889 3.700 131.56
2-layers dist bar 140 12 27 0.889 2.300 110.40
Return Walls of Head
2-layers main bar 120 12 23 0.889 0.700 57.24
2-layers dist bar 140 12 5 0.889 2.720 48.36
1st Orifice wall
2-layers main bar 120 12 23 0.889 1.700 69.51
2-layers dist bar 140 12 13 0.889 2.720 62.86
Transition Wall
2-layers main bar 120 12 24 0.889 1.180 100.69
2-layers dist bar 140 12 9 0.889 2.820 90.24
Add 5% wastage and Lapping 80.10
Sub-total 1682.104 kg
6 Wooden Formwork
1:2:4 RCC work
Intake Base slab 2 10.95 0.20 4.380
Base of Spillway 2 1.90 0.15 0.570
2 1.55 0.15 0.465
Escape cutoff 2 1.55 0.50 1.550
0.5 m long 4 0.65 2.52 6.552
Remaining wall 4 8.45 0.89 30.082
Spillway Right Wall including return wall 2 2.55 0.35 1.785
Spillway left wall including return Wall 2 1.65 0.35 1.155
2nd orifice wall 2 1.70 1.05 3.570
1:1.5:3 RCC Work
 Base of Forebay 2 3.24 0.20 1.294
Head Wall Below River Bed 2 3.80 2.10 15.960
Return Walls of Head 4 0.80 2.52 8.064
1st Orifice wall 2 1.70 2.52 8.568
Transition Wall 4 1.08 2.52 10.886
Sub-total 94.88 sq.m.
7 Supplying and weaving of gabion box
3*1*1 10 @ 14.00 M2 Per box 140.00
3*1*0.5 4 @ 10.00 M2 Per box 40.00
Sub-total 180.00 sq.m.

8 Stone filling of Gabion box ( box size 3 x 1.5 x 0.75)

3*1*1 10 3.00 1 1 30.00

3*1*0.5 4 3.00 1 0.5 6.00
Sub-total 36.00 cu.m.

9 Spendrel sluice Gate of size (0.5*.5) m 1.00 Job

1
10 Dewatering 1 1.00 Job
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED QUANTITY AND COST ESTIMATE OF AQUEDUCT

S.N. Description of work No. Length Breadth Height Quantity Unit

Earth work excavation in Foundation
1

Abutment 2 1.50 0.95 1.25 3.56

Approach Canal Cutoff 2 1.00 0.12 0.30 0.07
Approach Canal Base 2 1.50 0.70 0.25 0.52
Sub-total 3.63 cu.m.

2 Earthwork filling with compaction.

1/3 rd of soil excavation 1.21 cu.m.
3 Stone soling work
Abutment Base 2.00 1.50 0.95 0.15 0.42
Approach Canal Base 2.00 1.38 0.70 0.15 0.28
Sub-total 0.70 cu.m.
3 1:3:6 P.C.C work
Abutment Base 2.00 1.50 0.95 0.10 0.28
Approach Canal Base 2.00 1.38 0.70 0.10 0.19
Sub-total 0.47 cu.m.
4 RRM 1:4
For Abutments 2.00 1.50 0.65 1.00 1.95
Sub-total 1.95 Cu.m
5 1:2:4 RCC work
Approach Canal Cutoff 1.00 0.12 0.18 0.043
2
Approach Canal Base 1.50 0.70 0.12 0.252
2
Approach Canal Side walls 1.50 0.40 0.12 0.288
4
Return Wall 0.15 0.15 0.40 0.036
4
Sub-total 0.62 cu.m.

6 1:1.5:3 RCC Work

Slab of Duct 1 11 0.90 0.15 1.485
Side Walls 2 11.00 0.25 0.4 2.200
Sub-total 3.69 cu.m

7 Steel Reinforcement work

Spacing (mm) Dia No Unit Wt Length Qty

Side Walls
Main Bars 20 12 2.47 11.500 340.741
Stirrups 150 10 147 0.62 1.300 117.963
Slab of Duct
Main Bar-2 Layers 150 12 148 0.89 1.200 157.867
Dist Bar- layers 150 12 16 0.89 11.000 156.444
Add 5% wastage and Lapping 38.65
 Sub-total 811.666 kg
8 Wooden Formwork
Abutment Base 4 2.45 0.10 0.980
Approach Canal Base 4 2.08 0.10 0.832
1:2:4 RCC work
Approach Canal Cutoff 4 1.12 0.18 0.806
Approach Canal Base 4 2.20 0.12 1.056
8 1.90 0.12 1.824
Return Wall 8 0.30 0.40 0.960
1:1.5:3 RCC Work
Slab of Duct 2 11.90 0.15 3.570
Side Walls 4 11.25 0.40 18.000
Sub-total 28.03 sq.m.

9 Rubber Seal(Junction of Approach Canal and Duct) 2 1.70 3.40 Rm.

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED QUANTITY ESTIMATE OF AQUADUCT-TYPE I

Duct Details
Particulars Details Unit
Length of Aqueduct L 20 m
No of Span 2 Nos
Length of Single Span l 10 m
Width of Canal b 0.6 m
Height of Canal D 0.5 m
Thickness of Beam t1 0.25 m
Width of Slab B 1.1 m
Thicknes of Slab t2 0.15 m
Approach Canal Details
Particulars Details Unit
Length l1 2.5 m
Width of Canal b 0.6 m
Thickness of Base/Sides t3 0.15 m
Side Slope of Canal SS 1
Length of Return Wals D*SS 0.5 m
Pier Details
Particulars Details Unit
No of Piers 1 Nos
Height of Pier H1 2.88 m
Length of Pier PL1 1.5 m
Width of Pier W1 0.4 m
Length of Base LB1 2.3 m
Width of Base BB1 1.2 m
Height of Base BH1 0.4 m
Stone Soling Length 2.5 m
Breadth 1.4 m
Abutment Details
Particulars Details Unit
No of Abutments 2 Nos
Height of Abutment H2 2.88 m
Length of Abutment AL1 1.5 m
Width of Abutment W2 0.4 m
Length of Base LB2 2.3 m
Width of Base BB2 1.2 m
Height of Base BH2 0.4 m
Stone Soling Length 2.5 m
Breadth 1.4 m

No 1
S.N. Description of work No. Length Breadth Height Quantity Unit Total Quantity
Earthwork in hard clay & soils mixed with soft
1
moorum stones
Foundation of Abutwall 2.00 2.70 1.60 1.50 12.96

Pier 1.00 2.70 1.60 1.50 6.48

U/S and D/S approach canal 2.00 2.50 0.90 0.40 1.80
Cutoff U/S & D/S 2.00 1.60 0.15 0.50 0.24
Sub-total 21.48 Cu.m 21.48

E/W in back filling @ 30% of excavation 6.44

2
quantity Cu.m 6.44
3 Boulder soling
In Abutment Base 2.00 2.70 1.60 0.15 1.29
In Pier Base 1.00 2.70 1.60 0.15 0.64
U/S and D/S approach canal 2.00 2.50 0.90 0.15 0.67
Sub-total 2.60 Cu.m 2.6
4 1:3:6 P.C.C work
In Abutment wall 2.00 2.70 1.60 0.10 0.86
In pier Base 1.00 2.70 1.60 0.10 0.43
In Approach canal 2.00 2.50 0.90 0.10 0.45
Sub-total 1.74 Cu.m 1.74
5 1:1.5:3 P.C.C work
Abutment
basement 2.00 2.30 1.20 0.40 2.20
Column 2.00 1.50 0.40 2.88 3.45
Offset in column 2.00 2.30 0.10 0.40 0.18
Pier
basement 1.00 2.30 1.20 0.40 1.10
Column 1.00 1.50 0.40 2.88 1.72
Offset in column 2.00 2.30 0.10 0.40 0.18
Duct
Bottom slab 1.00 20.00 1.10 0.15 3.30
Side beam 2.00 20.00 0.25 0.50 5.00
Sub-total 17.13 Cu.m 17.13
6 1:2:4 P.C.C work
At approach canal U/S & D/S
base 2.00 2.50 0.90 0.15 0.67
side wall 4.00 2.50 0.15 0.50 0.75
Return wall 4.00 0.50 0.15 0.50 0.15
Cut-off wall at end both side 2.00 1.60 0.15 0.50 0.24
Sub-total 1.81 Cu.m 1.81
7 Steel Reinforcement work
Abutment Spacing No Dia Length Unit wt. Wt.
basement
2 lyr-main bar 150 64 12 1.40 0.89 79.64
2-lyr Dist. Bar 133 40 12 2.50 0.89 88.88
Prepared By: Checked By:
Approved By:
 DETAILED QUANTITY ESTIMATE OF AQUADUCT-TYPE I
Duct Details
Particulars Details Unit
Length of Aqueduct L 20 m
No of Span 2 Nos
Length of Single Span l 10 m
Width of Canal b 0.6 m
Height of Canal D 0.5 m
Thickness of Beam t1 0.25 m
Width of Slab B 1.1 m
Thicknes of Slab t2 0.15 m
Approach Canal Details
Particulars Details Unit
Length l1 2.5 m
Width of Canal b 0.6 m
Thickness of Base/Sides t3 0.15 m
Side Slope of Canal SS 1
Length of Return Wals D*SS 0.5 m
Pier Details
Particulars Details Unit
No of Piers 1 Nos
Height of Pier H1 2.88 m
Length of Pier PL1 1.5 m
Width of Pier W1 0.4 m
Length of Base LB1 2.3 m
Width of Base BB1 1.2 m
Height of Base BH1 0.4 m
Stone Soling Length 2.5 m
Breadth 1.4 m
Abutment Details
Particulars Details Unit
No of Abutments 2 Nos
Height of Abutment H2 2.88 m
Length of Abutment AL1 1.5 m
Width of Abutment W2 0.4 m
Length of Base LB2 2.3 m
Width of Base BB2 1.2 m
Height of Base BH2 0.4 m
Stone Soling Length 2.5 m
Breadth 1.4 m

No 1
S.N. Description of work No. Length Breadth Height Quantity Unit Total Quantity

Column
2 lyr-main bar 120 52 16 3.48 1.58 285.96
2-lyr Dist. Bar 150 80 10 1.90 0.62 93.82
Pier 0.00
basement 0.00
2 lyr-main bar 150 32 12 1.40 0.89 39.82
2-lyr Dist. Bar 133 20 12 2.90 0.89 51.55

Column
2 lyr-main bar 120 26 16 3.48 1.58 142.98
2-lyr Dist. Bar 150 40 10 1.90 0.62 46.91

Duct
Bottom slab
2 lyr-main bar 120 167 10 2.50 0.62 257.71
2-lyr Dist. Bar 120 10 8 20.00 0.40 79.01

Side beam
Stirrups 150 268 8.00 1.60 0.40 169.40
2-lyr Dist. bar 120 20 12.00 20.00 0.89 355.55

20 mm dia bars for beam

Row 1 1 3 20.00 20.20 2.47 149.63
Row 2 1 2 20.00 20.20 2.47 99.75
Top 1 2 20.00 20.20 2.47 99.75
Reinforcement in the slab and wall 2040.366
Sub-total 2040.36 Kg 2040.36
8 Wooden Formwork
In Abutment wall basement four side 2.00 8.60 0.10 1.72
5.60
In Abutment wall basement four side 2.00 7.00 0.40

Abutment Pier 2.00 3.80 2.88 21.88

In Pier Wall Basement four side 1.00 8.60 0.10 0.86

In pier Wall Basement four side 1.00 7.00 0.40 2.80
Pier Column 1.00 3.80 2.88 10.94
Bottom slab 1.00 20.00 1.10 22.00
Outer portion of side beam 2.00 20.00 0.65 26.00
Inner portion of side beam 2.00 20.00 0.50 20.00
face of base slab 2.00 1.10 0.15 0.33
side face of trough 4.00 0.25 0.50 0.50
At approach canal U/S & D/S -
side wall outer 4.00 2.50 0.65 6.50
side wall inner 4.00 2.50 0.50 5.00
Cutoff wall 4.00 1.60 0.50 3.20
Return wall 8.00 0.50 1.60 6.40
133.73 sq.m. 133.73
9 PVC Water Stopper 3 2.1 6.30
Sub-total 6.30 RM 6.3

Prepared By: Checked By:

Approved By:
 Province Government
Lumbini Province
Ministry of Physical Infrastructure Development
Butwal
Nepal

#REF!

ABSTRCT OF COST-DROP
S. No. Description of the work Unit Rate Quantity Amount
1 Earthwork in excavation in Gravel Boulder Mixed Soil including disposal up to 10 m lead and 1.5 m lift Cu.m Err:509 18.75 Err:509

2 Concreting of foundations vertical faces, walls including supply of materials and haulage upto 30m-1:3:6(M10) Cu.m Err:509 8.00 Err:509

3 Concreting of foundations vertical faces, walls including supply of materials and haulage upto 30m-1:2:4(M15) Cu.m Err:509 42.57 Err:509
Cutting, bending,placing in position as shown in the drawingd and binding by wires of reinforcement steel bars
4 work including haulage 30 m. Kg 144.28 3342.14 482193.99
Making wooden forms for floor and slab including supply & selection of material fixing, nailing, placing separators,
5 dismantling forms and hauling up to 30m distance Sq.m 822.81 491.50 404412.83
Amount Err:509
 Province Government
Lumbini Province
Ministry of Physical Infrastructure Development
Butwal
Nepal

#REF!

DETAILED QUANTITY ESTIMATE OF DROP

Width(b) 0.50 m
depth(d) 0.30 m
Drop (Average) 0.75 m
Side Slope 1.00 1:
Floor Thickness 0.30 m
Stilling Basin 2.00 m
Pitchning 4.00 m
Free Board(FB) 0.2 m
Top Width 1.50 m
Side Width 0.50 m
Nos 23
S.N. Description of work No. Length Breadth Height Quantity Unit Total Quantity
1 Earthwork in Excavation in Ordinary Soil
Drop Portion 1 2.50 0.90 1.750 3.94
Pitiching portion 1 4.00 1.00 0.700 2.80
Sub-total 6.74 cu.m. 154.96
2 Concrete M15
Drop 1 0.70 0.50 1.050 0.37
Side Wall 2 4.00 0.20 1.250 2.00
Cuttoff 1 0.50 1.50 0.500 0.38
In Foot Bridge 1 1.10 0.50 0.125 0.07
Sub-total 2.81 cu.m. 64.66
3 Boulder Soiling
stone pitching 1 1.50 4.00 0.200 1.20
Sub-total 1.20 cu.m. 27.60
4 Formwork
Drop 1 0.75 0.50 0.38
1 1.05 0.50 0.53
Walls 2 4.00 1.25 10.00
Foot Bridge 1 1.10 0.75 0.83
Sub-total 11.73 Sq.m 269.68
5 Reinforcement
reinforcement in the slab Tor steel @ 0.8% of Item 2 176.547
Sub-total 176.55 Kg 4,060.57

LIST OF DROP

Chainage Drop Bed Width Water Depth Free Board

50 1.5 0.4 0.119 0.15
100 0.6 0.4 0.219 0.15
150 0.7 0.4 0.219 0.15
200 0.6 0.4 0.219 0.15
250 0.3 0.4 0.219 0.15
300 0.7 0.4 0.219 0.15
350 0.3 0.4 0.219 0.15
4300 0.7 0.4 0.219 0.15
4400 0.6 0.4 0.219 0.15
4450 0.75 0.4 0.219 0.15
4500 0.6 0.4 0.219 0.15
4550 0.5 0.4 0.14 0.15
4600 1.35 0.4 0.219 0.15
4650 0.5 0.4 0.219 0.15
4700 0.6 0.4 0.219 0.15
4750 0.3 0.4 0.219 0.15
4800 1.2 0.4 0.14 0.15
4850 0.7 0.3 0.154 0.15
4900 0.4 0.3 0.154 0.15
4950 0.6 0.3 0.154 0.15
5000 0.7 0.3 0.154 0.15
5050 0.3 0.3 0.154 0.15
5100 2 0.3 0.196 0.15
 Province Government
Lumbini Province
Ministry of Physical Infrastructure Development
Butwal
Nepal

#REF!

DETAILED QUANTITY ESTIMATE OF DROP

U/s & D/s Wall Ht, D 0.5 m

Wall thickness 0.15 m
U/s and D/s floor Length 1.5 m
Floor Thickness 0.15 m
Drop Ht 1 m
Drop wall thickness 0.2 m
Basin Length, L 1.5 m
Basin floor thickness 0.2 m
Cutoff Depth 1 m
Cutoff thickness 0.2 m
Canal Breadth 0.4 m
Side slope of Canal 0.5 1
Return Wall 0.35 m
Nos 25
S.N. Description of work No. Length Breadth Height Quantity Unit Total Quantity
1 Earthwork in excavation
Floor Upstream 1 1.50 0.70 0.25 0.26
Basin portion 1 1.70 0.70 0.30 0.35
Cutoff D/S 1 0.70 0.20 1.00 0.14
Sub-total 0.75 m3 18.75
2 PCC (1:3:6) work M(10)
Basin bed portion 1 1.70 0.70 0.10 0.11
U/s and D/s bed 2 1.50 0.70 0.10 0.21
Sub-total 0.32 m3 8.00
3 PCC (1:2:4) work M(15)
Basin floor 1 1.70 0.70 0.20 0.238
drop wall 1 0.70 0.20 1.08 0.150
Cutoff D/S 1 0.70 0.20 1.00 0.140
Side wall U/s 2 2.05 0.15 0.50 0.307
Side wall at drop 2 0.95 0.15 1.58 0.448
Side wall D/d 2 2.80 0.15 0.50 0.420
Sub-total 1.703 m3 42.575
4 Steel Reinforcement work 1 % of PCC 1:2:4 133.6855
Sub-total 133.686 kg 3342.1375
5 Wooden Formwork
Basin portion floor 1 3.40 0.20 0.68
Cutoff 1 1.80 1.00 1.80
Side wall U/s 2 4.10 0.50 4.10
Side wall at drop 2 1.90 1.58 5.98
Side wall D/d 2 5.60 0.50 5.60
drop wall 1 1.40 1.08 1.50
Sub-total 19.66 m2 491.50
 LIST OF DROP

Chainage Drop Bed Width Water Depth Free Board Adopt Type
m m/m m m m B D
m m
50 1 0.4 0.125 0.15 0.4 0.3 Type II
100 0.6 0.4 0.219 0.15 0.4 0.4 Type I
150 0.6 0.4 0.219 0.15 0.4 0.4 Type I
200 0.6 0.4 0.219 0.15 0.4 0.4 Type I
250 0.6 0.4 0.219 0.15 0.4 0.4 Type I
300 0.6 0.4 0.219 0.15 0.4 0.4 Type I
350 0.6 0.4 0.219 0.15 0.4 0.4 Type I
400 0.6 0.4 0.219 0.15 0.4 0.4 Type I
450 0.6 0.4 0.219 0.15 0.4 0.4 Type I
4300 0.4 0.4 0.219 0.15 0.4 0.4 Type I
4400 0.6 0.4 0.219 0.15 0.4 0.4 Type I
4450 0.75 0.4 0.219 0.15 0.4 0.4 Type I
4500 0.6 0.4 0.219 0.15 0.4 0.4 Type I
4550 1 0.4 0.219 0.15 0.4 0.4 Type II
4600 1 0.4 0.219 0.15 0.4 0.4 Type II
4650 1 0.4 0.219 0.15 0.4 0.4 Type II
4750 1 0.4 0.219 0.15 0.4 0.4 Type II
4800 1 0.4 0.219 0.15 0.4 0.4 Type II
4850 1 0.4 0.219 0.15 0.4 0.4 Type II
4900 0.7 0.4 0.13 0.15 0.4 0.3 Type I
4950 0.7 0.4 0.117 0.15 0.4 0.3 Type I
5000 0.7 0.4 0.13 0.15 0.4 0.3 Type I
5050 0.7 0.4 0.13 0.15 0.4 0.3 Type I
5100 1 0.4 0.13 0.15 0.4 0.3 Type II
5150 1 0.4 0.158 0.15 0.4 0.4 Type II
 #REF!
#REF!
#REF!
#REF!
#REF!

#REF!

DETAILED QUANTITY AND COST ESTIMATE OF SUSPENDED CROSSING

Nos 1
Total
S.N. Description of work No. Length Breadth Height Quantity Unit Rate Amount
Quantity
Err:509
1

Concrete Block 2 3.00 3.00 1.00 18.00

RRM Block 2 3.00 3.00 1.00 18.00
Sub-total 36.00 cu.m. 36 Err:509 Err:509

2 Err:509
1/3 rd of soil excavation 12.00 cu.m. 12 Err:509 Err:509
3 Err:509
Concrete Block 2 3.00 3.00 0.15 2.70
Sub-total 2.70 cu.m. 2.7 Err:509 Err:509
4 Err:509
Concrete Block 2 3.00 3.00 3.00 54.000
Sub-total 54.00 cu.m 54 Err:509 Err:509
Cutting, bending,placing in position as shown in the drawingd and
5 binding by wires of reinforcement steel bars work including
haulage 30 m.
32 mm dia Anchorage Bar 2 2.6 6.321 32.869
Sub-total 32.869 kg 32.86 144.28 4740.94
Making wooden forms for floor and slab including supply &
6 selection of material fixing, nailing, placing separators,
dismantling forms and hauling up to 30m distance
Concrete Block 2 12.00 3.00 72.000
Sub-total 72.00 sq.m. 72 822.81 59242.57
7 Err:509
Bottom Section 2 3.00 3.00 1.10 19.800
Top Section 2 3.00 1.33 1.30 10.335
Sub-total 30.14 cu.m 30.13 Err:509 Err:509
8 Suspended Cable Works
32 mm dia Suspended Cable 1 68.00 68.00 Rm. 68 Err:509 Err:509
32 mm Thimble 2 2.00 Nos 2 Err:509 Err:509
Bull Dog Grips 12 12.00 Nos 12 Err:509 Err:509
Suspenders 40*6 mm flat iron, Nut Bolt, Pipe Clamps 56 56.00 Nos 56 Err:509 Err:509
Total Amount Err:509
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED QUANTITY ESTIMATE OF AQUADUCT-TYPE II

Duct Details
Particulars Details Unit
Length of Aqueduct L 10 m
No of Span 1 Nos
Length of Single Span l 10 m
Width of Canal b 0.6 m
Height of Canal D 0.5 m
Thickness of Beam t1 0.25 m
Width of Slab B 1.1 m
Thicknes of Slab t2 0.15 m
Approach Canal Details
Particulars Details Unit
Length l1 2.5 m
Width of Canal b 0.6 m
Thickness of Base/Sides t3 0.15 m
Side Slope of Canal SS 1
Length of Return Wals D*SS 0.5 m
Abutment Details
Particulars Details Unit
No of Abutments 2 Nos
Height of Abutment H2 2.88 m
Length of Abutment AL1 1.5 m
Width of Abutment W2 0.4 m
Length of Base LB2 2.3 m
Width of Base BB2 1.2 m
Height of Base BH2 0.4 m
Stone Soling Length 2.5 m
Breadth 1.4 m

No 1
S.N. Description of work No. Length Breadth Height Quantity Unit Total Quantity
Earthwork in hard clay & soils mixed with soft
1
moorum stones
Foundation of Abutwall 2.00 2.70 1.60 1.50 12.96
U/S and D/S approach canal 2.00 2.50 0.90 0.40 1.80
Cutoff U/S & D/S 2.00 1.60 0.15 0.50 0.24
Sub-total 15.00 Cu.m 15

E/W in back filling @ 30% of excavation 4.50

2
quantity Cu.m 4.5
3 Boulder soling
In Abutment Base 2.00 2.70 1.60 0.15 1.29
U/S and D/S approach canal 2.00 2.50 0.90 0.15 0.67
Sub-total 1.96 Cu.m 1.96
4 1:3:6 P.C.C work
In Abutment wall 2.00 2.70 1.60 0.10 0.86
In Approach canal 2.00 2.50 0.90 0.10 0.45
Sub-total 1.31 Cu.m 1.31
5 1:1.5:3 P.C.C work
Abutment
basement 2.00 2.30 1.20 0.40 2.20
Column 2.00 1.50 0.40 2.88 3.45
Offset in column 2.00 2.30 0.10 0.40 0.18
Duct
Bottom slab 1.00 10.00 1.10 0.15 1.65
Side beam 2.00 10.00 0.25 0.50 2.50
Sub-total 9.98 Cu.m 9.98
6 1:2:4 P.C.C work
At approach canal U/S & D/S
base 2.00 2.50 0.90 0.15 0.67
side wall 4.00 2.50 0.15 0.50 0.75
Return wall 4.00 0.50 0.15 0.50 0.15
Cut-off wall at end both side 2.00 1.60 0.15 0.50 0.24
Sub-total 1.81 Cu.m 1.81
7 Steel Reinforcement work
Prepared By: Checked By:
Approved By:
 DETAILED QUANTITY ESTIMATE OF AQUADUCT-TYPE II
Duct Details
Particulars Details Unit
Length of Aqueduct L 10 m
No of Span 1 Nos
Length of Single Span l 10 m
Width of Canal b 0.6 m
Height of Canal D 0.5 m
Thickness of Beam t1 0.25 m
Width of Slab B 1.1 m
Thicknes of Slab t2 0.15 m
Approach Canal Details
Particulars Details Unit
Length l1 2.5 m
Width of Canal b 0.6 m
Thickness of Base/Sides t3 0.15 m
Side Slope of Canal SS 1
Length of Return Wals D*SS 0.5 m
Abutment Details
Particulars Details Unit
No of Abutments 2 Nos
Height of Abutment H2 2.88 m
Length of Abutment AL1 1.5 m
Width of Abutment W2 0.4 m
Length of Base LB2 2.3 m
Width of Base BB2 1.2 m
Height of Base BH2 0.4 m
Stone Soling Length 2.5 m
Breadth 1.4 m

No 1
S.N. Description of work No. Length Breadth Height Quantity Unit Total Quantity
Abutment Spacing No Dia Length Unit wt. Wt.
basement
2 lyr-main bar 150 64 12 1.40 0.89 79.64
2-lyr Dist. Bar 133 40 12 2.50 0.89 88.88

Column
2 lyr-main bar 120 52 16 3.48 1.58 285.96
2-lyr Dist. Bar 150 80 10 1.90 0.62 93.82

Duct
Bottom slab
2 lyr-main bar 120 84 10 2.50 0.62 129.62
2-lyr Dist. Bar 120 10 8 10.00 0.40 39.50

Side beam
Stirrups 150 134 8.00 1.60 0.40 84.70
2-lyr Dist. bar 120 20 12.00 10.00 0.89 177.77

20 mm dia bars for beam

Row 1 1 3 20.00 10.20 2.47 75.56
Row 2 1 2 20.00 10.20 2.47 50.37
Top 1 2 20.00 10.20 2.47 50.37
Reinforcement in the slab and wall 1156.186
Sub-total 1156.18 Kg 1156.18
8 Wooden Formwork
In Abutment wall basement four side 2.00 8.60 0.10 1.72
5.60
In Abutment wall basement four side 2.00 7.00 0.40

Abutment Column 2.00 3.80 2.88 21.88

Bottom slab 1.00 10.00 1.10 11.00
Outer portion of side beam 2.00 10.00 0.65 13.00
Inner portion of side beam 2.00 10.00 0.50 10.00
face of base slab 2.00 1.10 0.15 0.33
side face of trough 4.00 0.25 0.50 0.50
At approach canal U/S & D/S -
side wall outer 4.00 2.50 0.65 6.50
side wall inner 4.00 2.50 0.50 5.00
Cutoff wall 4.00 1.60 0.50 3.20
Return wall 8.00 0.50 1.60 6.40
85.13 sq.m. 85.13
9 PVC Water Stopper 2 2.1 4.20
Sub-total 4.20 RM 4.2
Prepared By: Checked By:
Approved By:
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED QUANTITY ESTIMATE OF PIPE OUTLET

Detail Unit Chainage NOS

Length 1.50 m
Bed width (b) 0.60 m
Depth (d) 0.35
Free Board 0.25 5+258m @ Main Canal &
0+245,0+533,0+713,0+733
Height 0.60 m 8.00
,0+837,0+858,0+941@
wall/base th.(t) 0.15 m Branch Canal
Cutoff Depth 0.35 m
Return Wall
Length 0.45 m

S.N. Description of work No. Length Breadth Height Quantity Unit Total Quantity
1 Earthwork in Boulder Mixed Soils
Main canal portion 1 1.50 1.10 0.25 0.41
Cut off at Main canal 2 1.80 0.15 0.35 0.18
Outlet Chamber 1 0.50 0.50 0.25 0.06
Excavation for Pipe 1 3.00 0.30 0.6 0.54
Sub-total 1.19 cu.m. 9.52
2 Stone Soiling
Main Canal Base 1.00 1.20 1.10 0.15 0.19
Outlet Chamber Base 1.00 0.50 0.50 0.15 0.03
Sub-total 0.22 cu.m. 1.76
3 PCC 1:3:6
Main Canal Base 1.00 1.20 1.10 0.10 0.13
Outlet Chamber Base 1.00 0.50 0.50 0.10 0.02
Sub-total 0.15 cu.m. 1.20
4 PCC 1:2:4
Main Canal U Shape 1.00 1.20 2.10 0.15 0.37
Return Walls with cutoff 2.00 1.80 0.15 1.10 0.59
Deduct (2.00) 0.60 0.15 0.60 (0.10)
Outlet Chamber Base 1.00 0.50 0.50 0.12 0.03
Outlet Chamber Wall 1.00 1.30 0.12 0.30 0.04
Sub-total 0.93 cu.m. 7.44
5 Reinforcement
Main Canal Spacing Dia No Unit Wt Length Qty
(mm)
Main U Bar 150.00 10.00 12.00 0.62 2.10 15.56
Dist Bar 150.00 8.00 14.00 0.40 1.80 9.96

Return Walls with cutoff

Main Bar 150.00 10.00 14.00 0.62 1.30 22.47
Dist Bar 150.00 8.00 9.00 0.40 2.00 14.22

Deduct
Main Bar 150.00 10.00 4.00 0.62 0.60 (2.96)
Dist Bar 150.00 8.00 4.00 0.40 0.60 (1.90)

Outlet chamber Base

Main Bar Base 150.00 10.00 4.00 0.62 0.50 1.23
Dist Bar 150.00 8.00 4.00 0.40 0.50 0.79
Outlet chamber Side Walls
Main Bar 150.00 10.00 9.00 0.62 0.45 2.50
Dist Bar 150.00 8.00 3.00 0.40 1.30 1.54
Sub-total 63.41 Kg. 507.27
6 Formwork
Main Canal
For PCC 2.00 2.30 0.10 0.46
Side Walls
 Outside including Base 2.00 1.20 0.75 1.80
Inside 2.00 1.50 0.60 1.80
Return Wall 4.00 1.80 1.10 7.92
Deduct (4.00) 0.60 0.60 (1.44)
Outlet Chamber
Outside including Base 1.00 1.42 0.42 0.59
Inside 1.00 1.42 0.30 0.42
Sub-total 11.55 Sq.m 92.40
7 HDPE Pipe
110 mm dia Pipe 1 3 3.00
Sub-total 3.00 Rm. 24.00
8 HDPE Pipe
110 mm dia Pipe laying and Fitting 1 3 3.00
Sub-total 3.00 Rm. 24.00
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED QUANTITY ESTIMATE OF PIPELINE

S.N. Description of work No. Length Breadth Height Quantity Unit

1 Earthwork in Boulder Mixed Soils
Pipeline -6476-7272 1 796.00 0.50 0.90 358.20
Sub-total 358.20 cu.m.
2 Laying and Fiitng of Pipe
Pipeline -6476-7272 1.00 796.00 796.00
Suspended Crossing 1.00 55.00 55.00
Sub-total 851.00 cu.m.
3 Supplying of Pipes
Pipeline -6476-7272 1.00 875.60 875.60
Suspended Crossing 1.00 60.50 60.50
Sub-total 936.10 cu.m.
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED QUANTITY ESTIMATE OF PIPE DISTRIBUTION BOX FOR BRANCH CANAL-1

Detail 5+285 Unit QTY

Length 1.50 m
Bed width (b) 0.60 m
Depth (d) 0.45
Free Board 0.15
Height 0.60 m 1
wall/base th.(t) 0.15 m
Cutoff Depth 0.35 m
Return Wall
Length 0.45 m

S.N. Description of work No. Length Breadth Height Quantity Unit

1 Earthwork in Boulder Mixed Soils
Main canal portion 1 1.50 1.50 0.25 0.56
Cut off at Main canal 2 1.50 0.15 0.35 0.15
Outlet Chamber 1 0.50 0.50 0.25 0.06
Excavation for Pipe 1 70.00 0.40 0.6 16.80
Sub-total 17.57 cu.m.
2 Stone Soiling
Main Canal Base 1.00 1.20 1.10 0.15 0.19
Outlet Chamber Base 1.00 0.50 0.50 0.15 0.03
Sub-total 0.22 cu.m.
3 PCC 1:3:6
Main Canal Base 1.00 1.20 1.10 0.10 0.13
Outlet Chamber Base 1.00 0.50 0.50 0.10 0.02
Sub-total 0.15 cu.m.
4 PCC 1:2:4
Main Canal Base 1.00 1.50 0.90 0.15 0.20
Side Walls 2.00 1.50 0.15 0.60 0.27
Return Walls 4.00 0.30 0.15 0.75 0.13
Cutoff 2.00 1.50 0.15 0.35 0.15
Outlet Chamber Base 1.00 0.50 0.50 0.12 0.03
Outlet Chamber Wall 1.00 1.30 0.12 0.30 0.04
Sub-total 0.82 cu.m.
5 Reinforcement
Main Canal Spacing Dia No Unit Wt Length Qty
(mm)
Main U Bar 150.00 10.00 10.00 0.62 1.95 12.04
Dist Bar 150.00 8.00 13.00 0.40 1.50 7.70

Return Wall
Main Bar 150.00 10.00 4.00 0.62 1.20 11.85
Dist Bar 150.00 8.00 8.00 0.40 0.55 6.95

Cutoff
Main Bar 150.00 10.00 6.00 0.62 0.50 3.70
Dist Bar 150.00 8.00 3.33 0.40 0.90 2.37

Outlet chamber Base

Main Bar Base 150.00 12.00 4.00 0.89 0.50 1.78
Dist Bar 150.00 10.00 4.00 0.62 0.50 1.23
 Outlet chamber Side Walls
Main Bar 150.00 12.00 9.00 0.89 0.45 3.60
Dist Bar 150.00 10.00 3.00 0.62 1.30 2.41
Sub-total 53.64 Kg.
6 Formwork
Main Canal
For PCC 2.00 2.30 0.10 0.46
Side Walls
Outside including Base 2.00 1.20 0.75 1.80
Inside 2.00 1.50 0.60 1.80
Cutoff 4.00 1.50 0.35 2.10
Return Wall 8.00 0.30 0.75 1.80
Outlet Chamber
Outside including Base 1.00 1.42 0.42 0.59
Inside 1.00 1.42 0.30 0.42
Sub-total 8.97 Sq.m
7 HDPE Pipe
200 mm dia Pipe 1 70 70.00
Sub-total 70.00 Rm.
8 HDPE Pipe
200 mm dia Pipe laying and Fitting 1 70 70.00
Sub-total 70.00 Rm.
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

ABSTRCT OF COST-GABION WALL

S. No. Description of the work Unit Rate Quantity Amount

1 Err:509 Cu.m Err:509 0.00 Err:509

2 Err:509 Box Err:509 0.00 Err:509
3 Filling Stone in Gabion Box Cu.m 2577.73 0.00 0.00
Total Amount Err:509
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Earthwork Calculation (3+800km-7+057.1Km)
(Package I)
Cutting Work for Launching Apron Foundation plus Gabion wall foundation plus toe wall (embankment):

Cut(m2)
Chainage Embankment Length (m) Cut Volume(m³)
Left Right
Average Average Left Side
Left Right Left Side Right Side Right Side Volume
Area Area Volume
3+800 0.000 0.000
4+000 0.000 0.000 0.000
4+200 95.7 6.610 6.610 632.577 0.000
4+400 187.4 7.950 7.280 0.000 1364.272 0.000
4+600 178.1 182.7 7.950 6.800 6.800 1415.895 1242.360
4+800 168 0.000 6.850 6.825 0.000 1146.600
5+000 113.9 4.380 0.000 6.850 0.000 780.215
5+200 199.13 137.44 3.990 4.185 3.930 3.930 833.359 540.139
5+400 204.1 197.87 3.070 3.530 4.000 3.965 720.473 784.555
5+600 175.93 205.5 4.480 3.775 4.020 4.010 664.136 824.055
5+800 204.2 195.3 3.790 4.135 4.010 4.015 844.367 784.130
6+000 153.42 128.7 3.790 4.010 581.462 516.087
6+200 0.000 0.000 0.000 0.000
6+400 99.45 89.9 6.730 6.730 6.880 6.880 669.299 618.512
6+600 200.8 163.4 6.910 6.820 5.740 6.310 1369.456 1031.054
6+800 199.4 163.6 6.950 6.930 5.740 1381.842 939.064
7+000 0.000 0.000 0.000 0.000
7+057 0.000 0.000 0.000 0.000
Total 10477.137 9206.770
Total Cut Volume for Launching Apron 19,683.91
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Earthwork Calculation (0+000km-3+800Km)
(Package II)
Cutting Work for Launching Apron Foundation plus Gabion wall foundation plus toe wall
(embankment):

Cut(m2)
Chainage Embankment Length (m) Cut Volume(m³)
Left Right
Average Average Left Side Right Side
Left Right Left Side Right Side
Area Area Volume Volume
0+000 6.870 6.710 0.000 0.000
0+200 204.7 203.5 6.820 6.845 6.850 6.780 1401.172 1379.730
0+400 191.35 144 6.480 6.650 6.990 6.920 1272.478 996.480
0+600 97.22 163 6.680 6.580 6.670 6.830 639.708 1113.290
0+800 188.83 212.3 4.120 6.680 6.530 6.530 1261.384 1386.319
1+000 206 152 6.320 5.220 6.740 6.635 1075.320 1008.520
1+200 171.5 178.1 6.960 0.000 6.810 6.775 0.000 1206.628
1+400 138.8 168.9 7.080 7.020 6.810 974.376 1150.209
1+600 156 6.930 7.005 0.000 1092.780 0.000
1+800 183.4 132.4 6.930 4.140 4.140 1270.962 548.136
2+000 137.33 0.000 4.140 0.000 568.546
2+200 57.6 6.650 6.650 0.000 383.040 0.000
2+400 189.6 51.8 8.500 7.575 6.910 6.910 1436.220 357.938
2+600 201.1 192.6 6.700 8.500 6.690 6.800 1709.350 1309.680
2+800 185 190.96 6.110 6.700 4.770 5.730 1239.500 1094.201
3+000 45 36 6.110 4.770 274.950 171.720
3+200 0.000 0.000 0.000 0.000
3+400 156 6.740 6.740 0.000 1051.440 0.000
3+600 92.7 6.740 0.000 624.798 0.000
3+800 0.000 0.000 0.000 0.000
Total 15707.477 12291.397
Total Cut Volume for Launching Apron 27,998.87
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Launching Apron Calculation-Package I (3+800km-7+057.1Km)

Thickness
of
Chainage Length(m) Average Length(m) Embankment Length(m) Area(m2) Volume(m3)
pitching(
m)
Left Right Left Right Left Right Left Right Left Right
3+800 0.60 0.00 0.00 0.00 0.00
4+000 0.00 0.00 0.60 0.00 0.00 0.00 0.00
4+200 3 3.00 0.00 0.60 95.7 287.10 0.00 172.26 0.00
4+400 3 3.00 0.00 0.60 187.4 562.20 0.00 337.32 0.00
4+600 3 3.00 3.00 0.60 178.1 182.7 534.30 548.10 320.58 328.86
4+800 3 0.00 3.00 0.60 168 0.00 504.00 302.40
5+000 3 0.00 3.00 0.60 113.9 0.00 341.70 0.00 205.02
5+200 3 3 3.00 3.00 0.60 199.13 137.44 597.39 412.32 247.39
5+400 3 3 3.00 3.00 0.60 204.1 197.87 612.30 593.61 367.38 356.17
5+600 3 3 3.00 3.00 0.60 175.93 205.5 527.79 616.50 316.67 369.90
5+800 3 3 3.00 3.00 0.60 204.2 195.3 612.60 585.90 367.56 351.54
6+000 3.00 3.00 0.60 153.42 128.7 460.26 386.10 276.16 231.66
6+200 0.00 0.00 0.60 0.00 0.00 0.00 0.00
6+400 3 3 3.00 3.00 0.60 99.5 89.9 298.50 269.70 179.10 161.82
6+600 3 3 3.00 3.00 0.60 200.8 163.4 602.40 490.20 361.44 294.12
6+800 3 3.00 3.00 0.60 199.4 163.6 598.20 358.92 0.00
7+000 0.00 0.00 0.60 0.00 0.00 0.00
7+057 0.00 0.00 0.60 0.00 0.00 0.00 0.00
Total 5693.04 4748.13 3057.39 2848.88
Grand Total 10441.17 5906.27

Gabion box filling of 0.6m thickness=

Left 3057.39
Right 2848.88 Total 5906.27
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Launching Apron Calculation-Package II (0+000km-3+800Km)

Thickness
of
Chainage Length(m) Average Length(m) Embankment Length(m) Area(m2) Volume(m3)
pitching(
m)
Left Right Left Right Left Right Left Right Left Right
0+000 3.00 3.00 0.60 0.00 0.00 0.00 0.00
0+200 3.00 3.00 3.00 3.00 0.60 204.7 203.5 614.10 610.50 368.46 366.30
0+400 3.00 3.00 3.00 3.00 0.60 191.35 144 574.05 432.00 344.43 259.20
0+600 3.00 3.00 3.00 3.00 0.60 97.22 163 291.66 489.00 175.00 293.40
0+800 3.00 3.00 3.00 3.00 0.60 188.83 212.3 566.49 636.90 339.89 382.14
1+000 3.00 3.00 3.00 3.00 0.60 206 152 618.00 456.00 370.80 273.60
1+200 3.00 3.00 3.00 3.00 0.60 171.5 178.1 514.50 534.30 308.70 320.58
1+400 3.00 3.00 3.00 0.60 138.8 168.9 416.40 506.70 249.84 304.02
1+600 3.00 3.00 0.00 0.60 156 468.00 0.00 280.80 0.00
1+800 3.00 3.00 3.00 0.60 183.4 132.4 550.20 397.20 330.12 238.32
2+000 0.00 3.00 0.60 137.33 0.00 411.99 0.00 247.19
2+200 3.00 3.00 0.00 0.60 57.6 172.80 0.00 103.68 0.00
2+400 3.00 3.00 3.00 3.00 0.60 189.6 51.8 568.80 155.40 341.28 93.24
2+600 3.00 3.00 3.00 3.00 201.1 192.6 603.30 577.80 0.00 0.00
2+800 3.00 3.00 3.00 3.00 0.60 185 190.96 555.00 572.88 333.00 343.73
3+000 3.00 3.00 0.60 45 36 135.00 108.00 81.00 64.80
3+200 0.00 0.00 0.60 0.00 0.00 0.00 0.00
3+400 3.00 3.00 0.00 0.60 156 468.00 280.80 0.00
3+600 3.00 0.00 0.60 92.7 278.10 166.86 0.00
3+800 0.00 0.00 0.60 0.00 0.00 0.00 0.00
Total 7394.40 5888.67 4074.66 3186.52
Grand Total 13283.07 7261.18

Gabion box filling of 0.6m thickness=

Left 4074.66
Right 3186.52 Total 7261.18
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Toe wall Calculation(3+800km-7+057.1Km)
(Package I)

Width of Toe wall Average Length Embankment Length Area(m2) Volume(m3)

Chainage
Left(m) Right (m) Left (m) Right (m) Depth of wall (m) Left (m) Right (m) Left Right Left Right
3+800 1.00 0.00 0.00 0.00 0.00
4+000 0.00 0.00 1.00 0.00 0.00 0.00 0.00
4+200 0.00 0.00 1.00 0.00 0.00 0.00 0.00
4+400 0.00 0.00 1.00 0.00 0.00 0.00 0.00
4+600 0.00 0.00 1.00 0.00 0.00 0.00 0.00
4+800 0.00 0.00 1.00 0.00 0.00 0.00 0.00
5+000 1 0.50 0.00 1.00 0.00 0.00 0.00 0.00
5+200 1 1 1.00 1.00 1.00 199.13 137.44 199.13 137.44 199.13 137.44
5+400 1 1 1.00 1.00 1.00 204.1 197.87 204.10 197.87 204.10 197.87
5+600 1 1 1.00 1.00 1.00 175.93 205.5 175.93 205.50 175.93 205.50
5+800 1 1 1.00 1.00 1.00 204.2 195.3 204.20 195.30 204.20 195.30
6+000 1.00 1.00 1.00 153.42 128.7 153.42 128.70 153.42 128.70
6+200 0.00 0.00 1.00 0.00 0.00 0.00 0.00
6+400 0.00 0.00 1.00 0.00 0.00 0.00 0.00
6+600 0.00 0.00 1.00 0.00 0.00 0.00 0.00
6+800 0.00 0.00 1.00 0.00 0.00 0.00 0.00
7+000 0.00 0.00 1.00 0.00 0.00 0.00 0.00
7+057 0.00 0.00 1.00 0.00 0.00 0.00 0.00
Sub-Total 936.78 864.81 936.78 864.81
Total 1801.59 1801.59
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Toe wall Calculation(0+00km-3+800Km)
(Package II)

Width of Toe wall Average Width Embankment Length Area(m2) Volume(m3)

Chainage
Left(m) Right (m) Left (m) Right (m) Depth of wall (m) Left (m) Right (m) Left Right Left Right
0+000 1.00 0.00 0.00 0.00 0.00
0+200 0.00 0.00 1.00 0.00 0.00 0.00 0.00
0+400 0.00 0.00 1.00 0.00 0.00 0.00 0.00
0+600 0.00 0.00 1.00 0.00 0.00 0.00 0.00
0+800 0.00 0.00 1.00 0.00 0.00 0.00 0.00
1+000 0.00 0.00 1.00 0.00 0.00 0.00 0.00
1+200 0.00 0.00 1.00 0.00 0.00 0.00 0.00
1+400 0.00 0.00 1.00 0.00 0.00 0.00 0.00
1+600 0.00 0.00 1.00 0.00 0.00 0.00 0.00
1+800 1 0.00 1.00 1.00 132.4 0.00 132.40 0.00 132.40
2+000 0.00 1.00 1.00 137.33 0.00 137.33 0.00 137.33
2+200 0.00 0.00 1.00 0.00 0.00 0.00 0.00
2+400 0.00 0.00 1.00 0.00 0.00 0.00 0.00
2+600 0.00 0.00 1.00 0.00 0.00 0.00 0.00
2+800 0.00 0.00 1.00 0.00 0.00 0.00 0.00
3+000 0.00 0.00 1.00 0.00 0.00 0.00 0.00
3+200 0.00 0.00 1.00 0.00 0.00 0.00 0.00
3+400 0.00 0.00 1.00 0.00 0.00 0.00 0.00
3+600 0.00 0.00 1.00 0.00 0.00 0.00 0.00
3+800 0.00 0.00 1.00 0.00 0.00 0.00 0.00
Sub-Total 0.00 269.73 0.00 269.73
Total 269.73 269.73
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Gabion wall boulder fill Calculation (3+800km-7+057.1Km)
(Package I)

Gabion body fill (m2) Average area(m2) Structure Length(m) Volume(m3)

Chainage
Left Right Left Right Left Right Left Right
3+800 0.00 0.00
4+000 0.00 0.00 0.00 0.00
4+200 7.5 7.50 0.00 95.7 717.75 0.00
4+400 7.5 7.50 0.00 187.4 1405.50 0.00
4+600 7.5 7.50 7.50 178.1 182.7 1335.75 1370.25
4+800 7.5 0.00 7.50 168 0.00 1260.00
5+000 0.00 7.50 113.9 0.00 854.25
5+200 0.00 0.00 0.00 0.00
5+400 0.00 0.00 0.00 0.00
5+600 0.00 0.00 0.00 0.00
5+800 0.00 0.00 0.00 0.00
6+000 0.00 0.00 0.00 0.00
6+200 0.00 0.00 0.00 0.00
6+400 7.5 7.5 7.50 7.50 99.5 89.9 746.25 674.25
6+600 7.5 7.5 7.50 7.50 200.8 163.4 1506.00 1225.50
6+800 7.5 7.50 7.50 199.4 163.6 1495.50 1227.00
7+000 3.75 0.00 0.00 0.00
7+057 0.00 0.00 0.00 0.00
Total: 37.50 30.00 48.75 45.00 960.90 881.50 7206.75 6611.25
Grand Total: 93.75 13,818.00 m³
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Gabion wall boulder fill Calculation (0+000km-3+800km)

(Package II)

Gabion body fill (m2) Average area(m2) Structure Length(m) Volume(m3)

Chainage
Left Right Left Right Left Right Left Right
0+000 7.5 7.5 0.00 0.00
0+200 7.5 7.5 7.50 7.50 204.7 203.5 1535.25 1526.25
0+400 7.5 7.5 7.50 7.50 191.35 144 1435.13 1080.00
0+600 7.5 7.5 7.50 7.50 97.22 163 729.15 1222.50
0+800 7.5 7.5 7.50 7.50 188.83 212.3 1416.23 1592.25
1+000 7.5 7.5 7.50 7.50 206 152 1545.00 1140.00
1+200 7.5 7.5 7.50 7.50 171.5 178.1 1286.25 1335.75
1+400 7.5 7.50 7.50 138.8 168.9 1041.00 1266.75
1+600 7.5 7.50 0.00 156 1170.00 0.00
1+800 7.50 0.00 183.4 1375.50 0.00
2+000 0.00 0.00 0.00 0.00
2+200 7.5 7.50 0.00 57.6 432.00 0.00
2+400 7.5 7.5 7.50 7.50 189.6 51.8 1422.00 388.50
2+600 7.5 7.5 7.50 7.50 201.1 192.6 1508.25 1444.50
2+800 7.5 7.5 7.50 7.50 185 190.96 1387.50 1432.20
3+000 7.50 7.50 45 36 337.50 270.00
3+200 0.00 0.00 0.00 0.00
3+400 7.5 7.50 0.00 156 1170.00 0.00
3+600 7.50 0.00 92.7 695.25 0.00
3+800 0.00 0.00 0.00 0.00
Total: 105.00 75.00 120.00 82.50 2464.80 1693.16 18486.00 12698.70
Grand Total: 202.50 31,184.70 m³
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

WUA PAYABLE
ABSTRCT OF COST-CANAL LINING
S. No. Description of the work Unit Rate Quantity Amount
1 Err:509 Cu.m Err:509 - Err:509
2 Err:509
a. Err:509 Cu.m Err:509 - Err:509
b. Err:509 Cu.m Err:509 - Err:509
3 Err:509 Rm Err:509 - Err:509
4 Err:509
a. Cutting, bending,placing in position as shown in the drawingd and binding by wires of reinforcement steel bars work including haulageKg Err:509 - Err:509
5 Err:509
a. Making wooden forms for floor and slab including supply & selection of material fixing, nailing, placing separators, dismantling forms Sq.m Err:509 - Err:509
6 Err:509 Cu.m Err:509 - Err:509
Amount Err:509
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal
WUA PAYABLE
Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

ABSTRCT OF COST-CANAL LINING

S. No. Description of the work Unit Rate Quantity Amount
1 Err:509 Cu.m Err:509 0.00 Err:509
2 Err:509 Cu.m Err:509 #REF! Err:509
3 Err:509 Cu.m Err:509 0.00 Err:509
4 Err:509 Rm Err:509 0.00 Err:509
Cutting, bending,placing in position as shown in the drawingd and binding by wires of reinforcement steel bars
5 work including haulage 30 m. Kg Err:509 0.00 Err:509
Making wooden forms for floor and slab including supply & selection of material fixing, nailing, placing
6 separators, dismantling forms and hauling up to 30m distance Sq.m Err:509 0.00 Err:509
7 Err:509 Cu.m Err:509 0.00 Err:509
Total Amount Err:509
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal
WUA CONTRIBUTION
Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

ABSTRCT OF COST-CANAL LINING

S. No. Description of the work Unit Rate Quantity Amount
1 Err:509 Cu.m Err:509 0.00 Err:509
2 Err:509 Cu.m Err:509 0.00 Err:509
3 Err:509 Cu.m Err:509 0.00 Err:509
4 Err:509 Rm Err:509 0.00 Err:509
Cutting, bending,placing in position as shown in the drawingd and binding by wires of reinforcement steel bars
5 work including haulage 30 m. Kg Err:509 0.00 Err:509
Making wooden forms for floor and slab including supply & selection of material fixing, nailing, placing
6 separators, dismantling forms and hauling up to 30m distance Sq.m Err:509 0.00 Err:509
7 Err:509 Cu.m Err:509 0.00 Err:509
Total Amount Err:509
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

CONTRACT PART II
PACKAGE II
1 2 3

Core Wall Revetment Embankment

Total Quantity

Total Amount
Quantity

Quantity

Quantity
Amount

Amount

Amount
S. No. Description of the work Unit Rate
Excavation in all types of soil as per Drawing and Technical Specification
including removal of stumps and other deleterous matter, all lift and leads as per
1 Drawing and Instruction of the Engineer. Cu.m 133.87 - 3,996.00 534,927.91 1,276.80 170,919.91 5,272.80 705,847.82
Filling with ordinary soils in 15cm thick layers and hand compaction without
2 sprinkling water (haulage distance 10m ) Cu.m 255.55 - - -
Construction of Embankment with Material from Borrow pits. Providing, laying,
spreading and compacting embankment with river bed material as per Drawing and
3 Technical Specifications Cu.m 292.25 - 10,773.00 3,148,383.21 10,773.00 3,148,383.21
Concreting of foundations vertical faces, walls and abutments (plum concrete)
4 including supply of materials and haulage upto 30m. PCC 1:2:4 Cu.m 13,105.38 - - -
Concreting works for superstructures, deck slabs, beams including supply of
5 materials and haulage upto 30m- PCC 1:1.5:3 Cu.m 17,995.33 - - -

Cutting, bending,placing in position as shown in the drawingd and binding by wires

6 of reinforcement steel bars work including haulage 30 m. Kg 144.28 - - -
Making wooden forms for floor and slab including supply & selection of material
fixing, nailing, placing separators, dismantling forms and hauling up to 30m
7 distance Sq.m 822.81 - - -
Making Rectangular Gabion Box with two way knot including wire cutting,netting
etc Complete, Mesh Size 100mm*100mm, Mesh Wire 10 SWG, Salvaged Wire-7
8 Swg Sq.m 404.49 - 37,222.00 15,056,078.03 3,830.40 1,549,374.06 41,052.40 16,605,452.09
Supply of Machine Made Gabion box( mesh size 10*12 cm, heavy galvanized,
9 mesh wire 3mm, selvedge wire 3.9mm and lacing wire 2.4mm dia) Cu.m 364.83 8,831.20 3,221,851.37 8,831.20 3,221,851.37
10 Boulder Collection, transportation and Packing using Machines Sq.m 1,076.45 - -
11 Filling Stone in Gabion Box Cu.m 2,577.73 - 7,770.00 20,028,923.25 1,835.40 4,731,156.46 9,605.40 24,760,079.71
12 Laying of Terram Paper(Geotextile) Sq.m 159.82 9,546.00 1,525,641.72 3,192.00 510,145.44 12,738.00 2,035,787.16
Grass turfing works including grass sodding, transporting and placing in position
13 and water sprinkling Sq.m 108.60 1,476.30 160,326.18 1,476.30 160,326.18
Sub Total Amount - 37,145,570.91 13,492,156.63 50,637,727.54
32,471,646.91 37145570.91 13492156.63 50637727.54
-32471646.91 0.00 0.00 -

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Revetment Calculation(3+800km-7+057.1Km)
(Package I)

Length of Revetment Average Length Embankment Length Area(m2) Volume(m3)

Chainage
Thickness of
Left(m) Right (m) Left (m) Right (m) Pitching (m) Left (m) Right (m) Left Right Left Right
3+800 0.30 0.00 0.00 0.00 0.00
4+000 0.00 0.00 0.30 0.00 0.00 0.00 0.00
4+200 0.00 0.00 0.30 0.00 0.00 0.00 0.00
4+400 0.00 0.00 0.30 0.00 0.00 0.00 0.00
4+600 0.00 0.00 0.30 0.00 0.00 0.00 0.00
4+800 0.00 0.00 0.30 0.00 0.00 0.00 0.00
5+000 1 0.00 0.00 0.30 0.00 0.00 0.00 0.00
5+200 1 1 1.00 1.00 0.30 199.13 137.44 199.13 137.44 59.74 41.23
5+400 1 1 1.00 1.00 0.30 204.1 197.87 204.10 197.87 61.23 59.36
5+600 3 2 2.00 1.50 0.30 175.93 205.5 351.86 308.25 105.56 92.48
5+800 2 2 2.50 2.00 0.30 204.2 195.3 510.50 390.60 153.15 117.18
6+000 2.00 2.00 0.30 153.42 128.7 306.84 257.40 92.05 77.22
6+200 0.00 0.00 0.30 0.00 0.00 0.00 0.00
6+400 0.00 0.00 0.30 0.00 0.00 0.00 0.00
6+600 0.00 0.00 0.30 0.00 0.00 0.00 0.00
6+800 0.00 0.00 0.30 0.00 0.00 0.00 0.00
7+000 0.00 0.00 0.30 0.00 0.00 0.00 0.00
7+057 0.00 0.00 0.30 0.00 0.00 0.00 0.00
Sub-Total 1572.43 1291.56 471.73 387.47
Total 2863.99 859.20
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Revetment Calculation (0+000km-3+800Km)
(Package II)

Length of Revetment Average Length Embankment Length Area(m2) Volume(m3)

Chainage Thickness of
Left(m) Right (m) Left (m) Right (m) Pitching (m) Left (m) Right (m) Left Right Left Right
0+000 0.00 0.30 0.00 0.00 0.00 0.00
0+200 0.00 0.00 0.30 0.00 0.00 0.00 0.00
0+400 0.00 0.00 0.30 0.00 0.00 0.00 0.00
0+600 0.00 0.00 0.30 0.00 0.00 0.00 0.00
0+800 0.00 0.00 0.30 0.00 0.00 0.00 0.00
1+000 0.00 0.00 0.30 0.00 0.00 0.00 0.00
1+200 0.00 0.00 0.30 0.00 0.00 0.00 0.00
1+400 0.00 0.00 0.30 0.00 0.00 0.00 0.00
1+600 0.00 0.00 0.30 0.00 0.00 0.00 0.00
1+800 1 0.00 1.00 0.30 132.4 0.00 132.40 0.00 39.72
2+000 0.00 1.00 0.30 137.33 0.00 137.33 0.00 41.20
2+200 0.00 0.00 0.30 0.00 0.00 0.00 0.00
2+400 0.00 0.00 0.30 0.00 0.00 0.00 0.00
2+600 0.00 0.00 0.30 0.00 0.00 0.00 0.00
2+800 0.00 0.00 0.30 0.00 0.00 0.00 0.00
3+000 0.00 0.00 0.30 0.00 0.00 0.00 0.00
3+200 0.00 0.00 0.30 0.00 0.00 0.00 0.00
3+400 0.00 0.00 0.30 0.00 0.00 0.00 0.00
3+600 0.00 0.00 0.30 0.00 0.00 0.00 0.00
3+800 0.00 0.00 0.30 0.00 0.00 0.00 0.00
Sub-Total 0.00 269.73 0.00 80.92
Total 269.73 80.92
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Earthwork Embankment Calculation(3+800km-7+057.1Km)
(Package I)

Embankment Body Filling Work:

Fill(m2) Average area(m2) Structure Length(m) Volume(m3)

Chainage
Left Right Left Right Left Right Left Right
3+800 0.00 0.00
4+000 0.00 0.00 0.00 0.00
4+200 7.52 7.52 0.00 95.7 719.66 0.00
4+400 11.07 9.30 0.00 187.4 1741.88 0.00
4+600 13.22 11.07 13.22 178.1 182.7 1971.57 2415.29
4+800 14.44 0.00 13.83 168 0.00 2323.44
5+000 7.65 0.00 14.44 113.9 0.00 1644.72
5+200 6.67 5.57 7.16 5.57 199.13 137.44 1425.77 765.54
5+400 5.42 6.99 6.05 6.28 204.1 197.87 1233.78 1242.62
5+600 9.23 7.51 7.33 7.25 175.93 205.5 1288.69 1489.88
5+800 6.46 6.11 7.85 6.81 204.2 195.3 1601.95 1329.99
6+000 6.46 6.11 153.42 128.7 991.09 786.36
6+200 0.00 0.00 0.00 0.00
6+400 10.03 14.12 10.03 14.12 99.5 89.9 997.98 1269.39
6+600 11.63 15.2 10.83 14.66 200.8 163.4 2174.66 2395.44
6+800 12.99 12.31 15.20 199.4 163.6 2454.61 2486.72
7+000 0.00 0.00 0.00 0.00
7+057 0.00 0.00 0.00 0.00
Total: 88.67 83.16 95.89 117.49 1897.68 1746.31 16601.66 18149.39
Grand Total: 213.38 34,751.05 m³
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Detail Estimate
Earthwork Embankment Calculation(0+000km-3+800Km)
(Package II)

Embankment Body Filling Work:

Fill(m2) Average area(m2) Structure Length(m) Volume(m3)

Chainage
Left Right Left Right Left Right Left Right
0+000 11.79 12.48 0.00 0.00
0+200 12.59 14.12 12.19 13.30 204.7 203.5 2495.29 2706.55
0+400 17.43 12.66 15.01 13.39 191.35 144 2872.16 1928.16
0+600 13.39 12.99 15.41 12.83 97.22 163 1498.16 2090.48
0+800 13.34 14.22 13.39 13.61 188.83 212.3 2528.43 2888.34
1+000 13.4 12.59 13.37 13.41 206 152 2754.22 2037.56
1+200 12.16 9.34 12.78 10.97 171.5 178.1 2191.77 1952.87
1+400 10.24 11.20 9.34 138.8 168.9 1554.56 1577.53
1+600 10.13 10.19 0.00 156 1588.86 0.00
1+800 8 10.13 8.00 183.4 132.4 1857.84 1059.20
2+000 0.00 8.00 137.33 0.00 1098.64
2+200 13.74 13.74 0.00 57.6 791.42 0.00
2+400 7.99 13.19 10.87 13.19 189.6 51.8 2060.00 683.24
2+600 10.48 14.07 7.99 13.63 201.1 192.6 1606.79 2625.14
2+800 14.81 15.17 14.81 14.62 185 190.96 2739.85 2791.84
3+000 14.81 15.17 45 36 666.45 546.12
3+200 0.00 0.00 0.00 0.00
3+400 14.71 14.71 0.00 156 2294.76 0.00
3+600 14.71 0.00 92.7 1363.62 0.00
3+800 0.00 0.00 0.00 0.00
Total: 176.20 138.83 205.30 159.44 2464.80 1962.89 30864.20 23985.65
Grand Total: 364.74 54,849.85 m³
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Typical Anti-Flushing Sluice Gate Estimation- Package I
Total Number of AFS is taken as 3, 1 on the left side and 2 on the right side of the Risti River

Chainage (3+800 km-7+057.1 Km)

Numbers 3
MEASURMENT
S.No. Description of Work No. Height Quantity Unit
Length(m) Breadth(m)
Depth(m)
1 Earth work in excavation of soft clay, silty & wet soils
all condition including all lead and lift.
Cut off 2.00 (2.80+5.80)/2 (1.30+3.30)/2 1.50 29.67
Pipe Portion 1.00 7.50 2.80 0.80 16.80
U/S & D/S toe wall 2.00 10.50 1.00 0.30 6.30
U/S & D/S floor 2.00 3.00 (2.80+10.50)/2 0.50 19.95
U/S & D/S for create 2.00 9.00 3.00 0.50 27.00
Total : 99.72 m3
For 5 Nos. G .Total : 299.16

2 Filling the foundation by stones and levelling It.

(lead=30m)-Stone Soiling
Cut off 2.00 1.80 0.30 0.15 0.16
Pipe portion 1.00 7.50 1.80 0.15 2.02
Toe wall 2.00 9.75 0.30 0.15 0.87
U/S & D/S floor 2.00 (7.20+1.80)/2 2.00 0.15 2.70
2.00 9.75 0.70 0.15 2.04
Total : 7.79 m3
For 5 Nos. G.Total: 23.37

3
1:3:6 PCC work in foundation and walls including
supply of required materials and labour etc. all complete
Pipe partial floor 1.00 6.90 1.80 0.20 2.48
1.00 5.90 1.80 0.50 5.31
U/S & D/S floor 2.00 (7.20+1.80)/2 2.00 0.10 1.80
2.00 9.75 0.70 0.10 1.36
Total : 10.95 m3
Deduction 0.50 3.14 0.502 5.90 2.31 m3
G.Total : 8.64 m3
For 5 Nos. 25.92 m3

4 1:2:4 PCC work for RCC including supply of required

materials and labour etc all complete.
Cut off 2.00 1.80 0.30 1.50 1.62
Toe wall 2.00 9.75 0.30 0.30 1.75
Head wall raft 2.00 1.80 1.70 0.40 2.44
Head wall 2.00 1.80 (0.50+0.30)/2 2.50 3.60
Wing wall raft 2x2 4.25 (1.70+1.0)/2 0.40 9.18
Wing wall 2x2 4.25 0.30 (2.50+1.0)/2 8.92
Return wall floor 2x2 1.00 1.00 0.40 1.60
Return wall 2x2 1.00 0.30 1.00 1.20
U/S & D/S floor 2.00 3.00 (7.80+1.80)/2 0.20 5.76
Collar joint 2.00 0.50 0.50 1.40 0.70
Total : 36.77 m3
Deduction
Hume pipe joint 2.00 3.14 0.502 0.35 0.54
Coller 2.00 3.14 0.502 0.50 0.78
Total : 1.32 m3
G.Total : 35.45 m3
For 5 Nos. 106.35 m3
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

Typical Anti-Flushing Sluice Gate Estimation- Package I
Total Number of AFS is taken as 3, 1 on the left side and 2 on the right side of the Risti River
5 Supplying, cutting, bending, placing in position of
reinforcement steel bars. @0.8% of RCC volume
=0.8%*35.43 0.28 7850.00 kg/m3 2226.26 kg
For 5 Nos. 6678.78 kg

6 Centering and shuttring works including supply of

required materials and labour etc all complete
Cut off 2x2 1.80 1.50 10.80
2x2 0.30 1.50 1.80
Toe wall 2x2 9.75 0.30 11.70
2x2 0.30 0.30 0.36
Head wall - Raft 2x2 1.80 0.40 2.88
2x2 1.70 0.40 2.72
Head wall - wall 2x2 1.80 2.50 18.00
2x2 (0.50+0.30)/2 2.50 4.00
Wing wall - Raft 2x2x2 4.25 0.40 13.60
2x2 (1.70+1.0)/2 0.40 2.16
Wing wall - wall 2x2x2 4.25 (2.50+1.0)/2 59.50
2x2 0.30 1.00 1.20
Return wall - Raft 2x2x2 1.00 0.40 3.20
2x2 1.00 0.40 1.60
Return wall - wall 2x2x2 1.00 1.00 8.00
2x2 0.30 1.00 1.20
U/S & D/S floor 2.00 7.80 0.20 3.12
Collor joint 2x2x2 0.50 1.40 5.60
2x2 0.50 1.40 2.80
Total : 154.24 m2
Deduction
Pipe joint 2x2 3.14 0.502 3.14 m2
G.Total : 151.10 m2
For 5 Nos. 453.30 m2
7 Supply & fitting of Rubber seal 250mm wide standard
quality. 2.00 6.80 13.60 Rm
For 5 Nos. 40.80 Rm

8 Supply of NP3 900 mm dia precast RCC pipe and

laying in position including all accessories 1.00 7.50 7.50 RM
For 5 Nos. 22.50 RM
9
Supplying and filling of boulders as specified in
different sizes of gabion boxes including placing, tying
of boxes all complete excluding the cost of GI crates. 9.00
U/S & D/S 2.00 3.00 0.50 27.00 m3
For 5 Nos. 81.00 m3
10
Supplying and laying of rectangular gabion boxes of
different sizes made up of 10 SWG medium coated GI
wire having mesh size of 10cm X 10 cm with tying,
binding all complete
Box size 3m x 1.50m x 0.50m 12.00 13.50 162.00 m2
For 5 Nos. 486.00 m2

11 Supply & fitting steel flap gate/valve, dia 110 cm, 6mm
thick plate with rubber seal for anti flood sluice,
complete job. 1.00 1.00 No.
For 5 Nos. 3.00 No.
12 Backfilling for structure with ordinary soil with
compaction
30% of excavation quantity 99.72 x 30% 29.91 m3
For 5 Nos. 89.73 m3
 Package II - Khare Khola - CHAINAGE 0+000-3+800
Proposed Length/ No.
Proposed Structure Chainage
S.N.
Type From To Left Bank Right Bank Unit Problem Identification
1 Left Embankment Wall/ Right Gabion Wall 0 200 204.7 32 m Bank Cutting
2 Left Embankment Wall/ Right Gabion Wall 200 400 175.2 144 m Bank Cutting
3 Gabion Wall 400 600 97.22 148 m Bank Cutting
4 Gabion Wall 600 800 188.83 216.7 m Bank Cutting
5 Gabion Wall 800 1000 206 152 m Bank Cutting
6 Gabion Wall 1000 1200 175 176.8 m Bank Cutting
7 Gabion Wall 1200 1400 138.8 167.9 m Bank Cutting
8 Gabion Wall 1400 1600 156 m Bank Cutting
9 Left Gabion Wall/ Right Embankment Wall 1600 1800 183 132.4 m Bank Cutting
10 Embankment Wall 1800 2000 137.33 m Bank Cutting
11 Gabion Wall 2000 2200 57.6 m Bank Cutting
12 Gabion Wall 2200 2400 189.6 51.8 m Bank Cutting
13 Gabion Wall 2400 2600 233.4 203 m Bank Cutting
14 Gabion Wall 2600 2800 185 184.2 m Bank Cutting
15 Gabion Wall 2800 3000 45 36 m Bank Cutting
16 - 3000 3200 m Bank Cutting
17 Gabion Wall 3200 3400 162 m Bank Cutting
18 Gabion Wall 3400 3600 89.8 m Bank Cutting
19 - 3600 3800 m Bank Cutting

SUMMARY
S.N. TYPE OF STRUCTURE TOTAL Unit
1 Gabion wall 3619.65 m

Package I-KUILENI KHOLA-CHAINAGE 3+800-7+057

Proposed Length/ No.
Proposed Structure Chainage
S.N.
Type from to Left Bank Right Bank Unit Problem Identification
1 - 3800 4000 m Bank Cutting
2 Gabion Wall 4000 4200 95.7 m Bank Cutting
3 Gabion Wall 4200 4400 187.4 m Bank Cutting
4 Gabion Wall 4400 4600 201.2 182.7 m Bank Cutting
5 Gabion Wall 4600 4800 168 m Bank Cutting
6 Gabion Wall 4800 5000 117.26 m Bank Cutting
7 Embankment Wall 5000 5200 195.66 135.98 m Bank Cutting
8 Embankment Wall 5200 5400 204 199.47 m Bank Cutting
9 Embankment Wall 5400 5600 175.93 206.41 m Bank Cutting
10 Embankment Wall 5600 5800 205.9 196.33 m Bank Cutting
11 Embankment Wall 5800 6000 153.42 129.5 m Bank Cutting
12 - 6000 6200 m Bank Cutting
13 Left Embankment Wall/ Right Gabion Wall 6200 6400 99.45 54.3 m Bank Cutting
14 Left Embankment Wall/ Right Gabion Wall 6400 6600 199.98 177.2 m Bank Cutting
15 Left Embankment Wall/ Right Gabion Wall 6600 6800 198.45 166.55 m Bank Cutting
16 - 6800 7000 m Bank Cutting
17 - 7000 7057 m Bank Cuting

SUMMARY
S.N. TYPE OF STRUCTURE TOTAL Unit
1 Gabion wall 1350.31 m
 PROPOSED CROSS DRAINAGE STRUCTURE
ANTI FLUSH SLUICE GATE

SN Package Chainage Side Remarks

1 PK-1 5+200 Left
2 PK-1 5+275 Right
3 PK-1 6+260 Right Chau Khola

Existing Structures
SN Package Chainage Side Remarks
0+275 to Small Gabion
1 Right
0+325 work
2 0+380 to 0+500 Left Gabion work
Small Gabion
3 1+150 to 1+175 Left
work
Suspension
4 1+525
Bridge
PK-2
5 1+975 to 2+225 Right Gabion work
Small Gabion
6 2+100 Left
work
Suspension
7 2+850
Bridge
8 2+100 Road Bridge
9 3+675 Ramghatar Dam
10 6+000 Road Bridge
11 6+125 to 6+225 Right Gabion work
Small Gabion
12 PK-1 6+200 to 6+275 Left
work
Suspension
13 6+300
Bridge
 YEAR WISE DISTRIBUTION PLAN
PHASE I
2079/2080 2080/2081 2081/2082 2082/2083 2083
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount
Core Wall 9 nos 6 20% 40% 40% 0 CHECK NUMBERS/LENGTHS
Excavation - Cu.m 133.87 - 0 - 0 - - - - - -
Backfilling - Cu.m 255.55 - 0 - 0 - - - - - -
PCC 1:3:6 - Cu.m 12,412.74 - 0 - 0 - - - - - -
PCC 1:1.5:3, M20 - Cu.m 13,912.17 - 0 - 0 - - - - - -
Reinforcement - kg 144.28 - 0 - 0 - - - - - -
Formwork - Sq.m 822.81 - 0 - 0 - - - - - -
Gabion Boxes - Sq.m 404.49 - 0 - 0 - - - - - -
Gabion Filling - Cu.m 2,577.73 - 0 - 0 - - - - - -
Sub Total 0 0 0 0 0
2079 2080 2081 2082 2083
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount
Revetment 1200 m 300 20% 40% 40% 0
Excavation 19,683.91 Cu.m 133.87 4,920.98 658750.7266782 3.28 439.17 6.56 878.33 6.56 878.33 - -
Gabion Boxes 31,500.10 Sq.m 404.49 7,875.02 3185400.457858 5.25 2,123.60 10.50 4,247.20 10.50 4,247.20 - -
Gabion Filling 22,385.06 Cu.m 2,577.73 5,596.26 14425628.97497 3.73 9,617.09 7.46 19,234.17 7.46 19,234.17 - -
Geotextile 31,125.03 Sq.m 159.82 7,781.26 1243600.453785 5.19 829.07 10.38 1,658.13 10.38 1,658.13 - -
Sub Total 19513380.61329 13008.92040886 26017.84081772 26017.84081772 0
PHASE II
Core Wall 8 nos 4 0% 0 0 0 CHECK NUMBERS/LENGTHS
Excavation 3,031.80 Cu.m 133.87 1,347.47 180379.7650656 - 0 - - - - - -
Backfilling 1,010.60 Cu.m 255.55 449.16 114783.0496889 - 0 - - - - - -
PCC 1:3:6 168.00 Cu.m 12,412.74 74.67 926818.1813333 - 0 - - - - - -
PCC 1:1.5:3, M20 364.00 Cu.m 13,912.17 161.78 2250680.108444 - 0 - - - - - -
Reinforcement 58,116.06 kg 144.28 25,829.36 3726585.865603 - 0 - - - - - -
Formwork 1,224.80 Sq.m 822.81 544.36 447903.0999111 - 0 - - - - - -
Gabion Boxes 14,323.20 Sq.m 404.49 6,365.87 2574955.275649 - 0 - - - - - -
Gabion Filling 3,052.80 Cu.m 2,577.73 1,356.80 3497457.28 - 0 - - - - - -
Sub Total 13719562.6257 0 0 0 0
2078 2079 2080 2081 2082
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount
Revetment 1110 m 200 20% 40% 40% 0% CHECK NUMBERS/LENGTHS
Excavation 3,996.00 Cu.m 133.87 720.00 96,383.41 0.72 96.38 1.44 192.77 1.44 192.77 - -
Gabion Boxes 37,222.00 Sq.m 404.49 6,706.67 2712806.852487 6.71 2,712.81 13.41 5,425.61 13.41 5,425.61 - -
Gabion Filling 7,770.00 Cu.m 2,577.73 1,400.00 3608815 1.40 3,608.81 2.80 7,217.63 2.80 7,217.63 - -
Geotextile 9,546.00 Sq.m 159.82 1,720.00 274890.4 1.72 274.89 3.44 549.78 3.44 549.78 - -
Sub Total 6692895.661487 6,692.90 13385.79132297 13385.79132297 0
2078 2079 2080 2081 2082
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount
Embankment 399 m 20% 40% 40% 0% CHECK NUMBERS/LENGTHS
Excavation 1,276.80 Cu.m 133.87 - - 0.64 85.67 1.28 171.35 1.28 171.35 - -
Embankment Construction 10,773.00 Cu.m 292.25 - - 5.40 1,578.14 10.80 3,156.27 10.80 3,156.27 - -
Gabion Boxes 3,830.40 Sq.m 404.49 - - 1.92 776.63 3.84 1,553.26 3.84 1,553.26 - -
Gabion Boxes Machine 8,831.20 Sq.m 364.83 - - 4.43 1,614.96 8.85 3,229.93 8.85 3,229.93 - -
Gabion Filling 1,835.40 Cu.m 2,577.73 - - 0.92 2,371.51 1.84 4,743.01 1.84 4,743.01 - -
Geotextile 3,192.00 Sq.m 159.82 - - 1.60 255.71 3.20 511.42 3.20 511.42 - -
Sub Total - 6,682.62 13365.24357314 13365.24357314 0
PHASE III
2078 2079 2080 2081 2082
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount Quantity Amount Quantity Amount
Revetment 150 m 30 20% 40% 40% 0% CHECK NUMBERS/LENGTHS
Excavation 67.50 Cu.m 133.87 13.50 1,807.19 0.09 12.05 0.18 24.10 0.18 24.10 - -
Gabion Boxes 2,340.00 Sq.m 404.49 468.00 189,303.22 3.12 1,262.02 6.24 2,524.04 6.24 2,524.04 - -
Gabion Filling 495.00 Cu.m 2,577.73 99.00 255,194.78 0.66 1,701.30 1.32 3,402.60 1.32 3,402.60 - -
Geotextile 780.00 Sq.m 159.82 156.00 24,931.92 1.04 166.21 2.08 332.43 2.08 332.43 - -
Sub Total 471,237.11 3,141.58 6283.16140844 6283.16140844 0
Total 40,397,076.01 29,526.02 59,052.04 59,052.04 -
Total Amount 40,544,706.10
 Salient Features
General Information:
Name of the Project : Risti Khola Niyantran Karya

Madhye Nepal Municipality, Lamjung

Location of the Project
and Vyas Municipality – 7 & 8, Tanahun
:
Name of the River : Risti Khola
District : Lamjung & Tanahun
Province : Gandaki
Marketing Facilities : From Damauli

Location of Catchment of Risti Khola

:
: Latitude 28°05'07" N to 28°08'10" N
: Longitude 84°15'03" E to 84°20'48" E
Catchment Area (At Risti–Madi
Confluence) : 72 sq. km
Maximum Elevation of Catchment Area : 1640 m amsl
Minimum Elevation of Catchment Area : 400 m amsl

Hydrology/River Characteristics:
Hydrological Basin : 3
Name of Source River : Risti Khola
Type of Source : Perennial
Bed materials/River stage : Gravel and boulder mixed soil
River course : Meandering and bradding
River Width : 20 to 50 m
Catchment Area (At Ramghatar : 33.91 sq. km
headworks)
Catchment Area (At Risti–Madi : 39 sq. km
Confluence)
Length of river under consideration : 7 km
Average Slope of River : 1:100
Average Depth at Peak Flow : 2.0 m
Average velocity : 3.2m/s
High Flood Discharge : 146 m3/s for 50 years Flood
Adopted Design Discharge : 146 m3/s

Geology:
Age of the geological formation : Quaternary
Geological formation : Terrace Shaped Land
Geology of river site : Coarse Sand, Gravel, Boulder
Beneficiaries
Population : 3000 Nos.
Household : 600 Nos.
Project Cost
Total Cost Estimate
: NRs. 46,59,79,000.00
Construction Period : Three (3) Years
BCR : 1.16 @ 10%, 1.04 @ 12%
EIRR : 12.74

Environmental situation : Environment friendly & Positive impact

Demand for Project : Genuine and Demand Driven
Recommendation : Recommended for Implementation.
 Annex V: YEARWISE PROJECT COST DISTRIBUTION PLAN

Annex V: Year Wise Project Cost Distribution Plan

2080/2081 2081/2082 2082/2083

Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount
Revetment, Kuileni Khola (Package I) 20% 40% 40%

Excavation in all types of soil as per Drawing

and Technical Specification including removal of
stumps and other deleterous matter, all lift and
leads as per Drawing and Instruction of the
Engineer. 4,035.56 Cu.m 137.52 807.11 110994.0862464 1,614.22 221,988.17 1,614.22 221,988.17
Dry Foundation excavation in hard gravel mixed
soils (dia of gravel < 10cm) with disposal upto
10m lead & 1.5m lift. 1,008.89 Cu.m 1390.22 201.78 280,515.92 403.56 561,031.84 403.56 561,031.84

Making Rectangular Gabion Box with two way

knot including wire cutting,netting etc Complete,
Mesh Size 100mm*100mm, Mesh Wire 10 SWG,
Salvaged Wire-7 Swg 10,065.60 Sqm 404.19 2,013.12 813682.9728 4,026.24 1,627,365.95 4,026.24 1,627,365.95

Supply of Machine Made Gabion box( mesh size

10*12 cm, heavy galvanized, mesh wire 3mm,
selvedge wire 3.9mm and lacing wire 2.4mm dia) 17,444.80 Sqm 417.65 3,488.96 1457164.144 6,977.92 2,914,328.29 6,977.92 2,914,328.29
Filling Stone in Gabion Box 5,883.27 Cu.m 3110.78 1,176.65 3660312.2900604 2,353.31 7,320,624.58 2,353.31 7,320,624.58
Laying of Terram Paper(Geotextile) 2,796.06 Sqm 150.29 559.21 84044.061654 1,118.43 168,088.12 1,118.43 168,088.12
Sub Total 6,406,713.48 12,813,426.95 12,813,426.95
2080/2081 2081/2082 2082/2083
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount
Gabion Wall Construction, (Package I) 20% 40% 40%

Earth work in excavation of foundation of

structures, including construction of shoring and
bracing, removal of stumps and other deleterious
matter and backfilling with approved Material as
per Drawing and Technical Specifications.
(Ordinary soil, Depth Upto 3m, By Mechanical
Means)
8,843.52 Cu.m 137.52 1768.704 243,232.17 3537.408 486,464.35 3537.408 486,464.35
Dry Foundation excavation in hard gravel mixed
soils (dia of gravel < 10cm) with disposal upto
10m lead & 1.5m lift. 2,210.88 Cu.m 1390.22 442.18 614,721.92 884.35 1,229,443.84 884.35 1,229,443.84
Gabion const. works incl. placing in position, tying
gabion by tightening wire and closing from the
top. Including Making and supplying of
Mechanically selvedged double twist wire mesh
(MBG/10X12/3.0/3.9/2.4 ZN.) 74,310.00 Sqm 417.65 14,862.00 6,207,114.30 29,724.00 12,414,228.60 29,724.00 12,414,228.60

Supply of Machine Made Gabion box( mesh size

10*12 cm, heavy galvanized, mesh wire 3mm,
selvedge wire 3.9mm and lacing wire 2.4mm dia) 17,683.20 Sqm 404.19 3,536.64 1,429,474.52 7,073.28 2,858,949.04 7,073.28 2,858,949.04
Filling Stone in Gabion Box 17,134.32 Cu.m 3110.78 3,426.86 10,660,219.99 6,853.73 21,320,439.99 6,853.73 21,320,439.99
Laying of Terram Paper(Geotextile) 6,632.64 Sqm 150.29 1,326.53 199,363.89 2,653.06 398,727.79 2,653.06 398,727.79
Sub Total 19,354,126.80 38,708,253.60 38,708,253.60
2080/2081 2081/2082 2082/2083
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount
Embankment Construction Package I 20% 40% 40%
Cutting thick vegitation,grubing their roots and
disposal 25m 36,439.90 Sqm 39.69 7,287.98 289259.9262 14,575.96 578,519.85 14,575.96 578,519.85

Construction of Embankment with Material from

Borrow pits. Providing, laying, spreading and
compacting embankment with river bed material
as per Drawing and Technical Specifications 34,994.05 Cu.m 244.35 6,998.81 1710159.008472 13,997.62 3,420,318.02 13,997.62 3,420,318.02
Grass turfing works including grass sodding,
transporting and placing in position and water
sprinkling 4,999.04 Sq.m 117.23 999.81 117207.5082522 1,999.62 234,415.02 1,999.62 234,415.02
Sub Total 2,116,626.44 4,233,252.89 4,233,252.89
2080/2081 2081/2082 2082/2083
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount
Embankment, Khahare Khola (Package II) 20% 40% 40%
Cutting thick vegitation,grubing their roots and
disposal 25m 44,276.90 sqm 39.69 8,855.38 351,470.03 17,710.76 702,940.06 17,710.76 702,940.06

Construction of Embankment with Material from

Borrow pits. Providing, laying, spreading and
compacting embankment with river bed material
as per Drawing and Technical Specifications 55,855.50 Cu.m 244.35 11,171.10 2,729,658.47 22,342.20 5,459,316.94 22,342.20 5,459,316.94
Grass turfing works including grass sodding,
transporting and placing in position and water
sprinkling 911.69 Sq.m 117.23 182.34 21,375.42 364.67 42,750.85 364.67 42,750.85
 Annex V: YEARWISE PROJECT COST DISTRIBUTION PLAN

Sub Total 3,102,503.93 6,205,007.85 6,205,007.85

2080/2081 2081/2082 2082/2083
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount
Revetment, Khahare Khola (Package II) 20% 40% 40%

Excavation in all types of soil as per Drawing

and Technical Specification including removal of
stumps and other deleterous matter, all lift and
leads as per Drawing and Instruction of the
Engineer. 604.20 Cu.m 137.52 120.84 16,617.78 241.68 33,235.57 241.68 33,235.57
Dry Foundation excavation in hard gravel mixed
soils (dia of gravel < 10cm) with disposal upto
10m lead & 1.5m lift. 151.05 Cu.m 1390.22 30.21 41,998.21 60.42 83,996.43 60.42 83,996.43

Making Rectangular Gabion Box with two way

knot including wire cutting,netting etc Complete,
Mesh Size 100mm*100mm, Mesh Wire 10 SWG,
Salvaged Wire-7 Swg 972.00 Sqm 404.19 194.40 78,574.54 388.80 157,149.07 388.80 157,149.07

Supply of Machine Made Gabion box( mesh size

10*12 cm, heavy galvanized, mesh wire 3mm,
selvedge wire 3.9mm and lacing wire 2.4mm dia) 2,196.00 Sqm 417.65 439.20 183,431.88 878.40 366,863.76 878.40 366,863.76
Filling Stone in Gabion Box 836.16 Cu.m 3110.78 167.23 520,223.83 334.47 1,040,447.65 334.47 1,040,447.65
Laying of Terram Paper(Geotextile) 269.73 Sqm 150.29 53.95 8,107.54 107.89 16,215.09 107.89 16,215.09
Sub Total 848,953.79 1,697,907.57 1,697,907.57
2080/2081 2081/2082 2082/2083
Particulars Total Quantity Unit Rate Quantity Amount Quantity Amount Quantity Amount
Gabion Wall Construction (Package II) 20.00% 40.00% 40.00%

Earth work in excavation of foundation of

structures, including construction of shoring and
bracing, removal of stumps and other deleterious 19958.21 Cu.m
matter and backfilling with approved Material as
per Drawing and Technical Specifications.
(Ordinary soil, Depth Upto 3m, By Mechanical
Means) 137.52 3991.6416 548,930.55 7983.2832 1,097,861.11 7983.2832 1,097,861.11
Dry Foundation excavation in hard gravel mixed
soils (dia of gravel < 10cm) with disposal upto 4989.55 Cu.m
10m lead & 1.5m lift. 1390.22 997.91 1,387,315.00 1,995.82 2,774,629.99 1,995.82 2,774,629.99

Gabion const. works incl. placing in position, tying

gabion by tightening wire and closing from the
118314.00 Sqm
top. Including Making and supplying of
Mechanically selvedged double twist wire mesh
(MBG/10X12/3.0/3.9/2.4 ZN.) 417.65 23,662.80 9,882,768.42 47,325.60 19,765,536.84 47,325.60 19,765,536.84

Supply of Machine Made Gabion box( mesh size 39916.80 Sqm

10*12 cm, heavy galvanized, mesh wire 3mm,
selvedge wire 3.9mm and lacing wire 2.4mm dia) 404.19 7,983.36 3,226,794.28 15,966.72 6,453,588.56 15,966.72 6,453,588.56

Filling Stone in Gabion Box 38669.02 Cu.m 3110.78 7,733.80 24,058,162.81 15,467.61 48,116,325.61 15,467.61 48,116,325.61
Laying of Terram Paper(Geotextile) 14968.65 Sqm 150.29 2,993.73 449,927.68 5,987.46 899,855.36 5,987.46 899,855.36
Sub Total 39,553,898.74 79,107,797.47 79,107,797.47
Total 71,382,823.17 142,765,646.34 142,765,646.34
Total Amount 356,914,115.84
 Annex VI: ECONOMIC ANALYSIS

Annex VI: Economic Analysis

1. Calculation of Benefits

1 Loss of Land
a) Annual loss due to cut of cultivated land: Rate Quantity Unit
Average area of cultivable land washes away = 6.50 ha
Estimated value of land per ha. NRs. 4,800,000.00
Total loss per annum NRs. 31,200,000.00
b) Annual loss due to decreased value of sand covered cultivated land:
Average area of land covered by sand = 6.50 ha
Estimated value of sand covered land per ha. (50% of original land) NRs. 2,400,000.00
Total loss per annum due to decreased value NRs. 15,600,000.00
Loss due to uncultivated land (forest, grazing land, etc.) damaged due to
c)
flood
Total area = 6.50
Value of land and other properties per ha. NRs. 2,400,000.00
Total cost per annum NRs. 15,600,000.00
Total of 1 NRs. 62,400,000.00
2 Losses due to production
a) Losses of standing crop production due to erosion of cultivated land:
Average area of cultivable land washes away = 6.50 ha.
Average yield of the crop per ha = 2.35 MT
Total loss of production = 15.28 MT
Rate of crops per MT. NRs. 30,000.00
Total value of production per annum NRs. 458,250.00
b) Losses due to damage of standing crop by flood:
Total area standing crop = 6.50 ha.
Average reduction of yield due to flood (30% of normal) per ha = 0.71 MT
Total reduction in production = 4.58 MT
Rate of crops per MT. NRs. 30,000.00
Total value of production per annum NRs. 137,475.00
c) Increase in production due to reclaim of land
Losses of standing crop production due to erosion of cultivated land:
Average area of reclaim land = 6.50 ha.
Average yield of the crop per ha = 2.35 MT
Total loss of production = 15.28 MT
Rate of crops per MT. NRs. 30,000.00
Total value of production per annum NRs. 458,250.00
d) Annual loss due to Additional investment by farmers in submerged area:
Total submerged area = 6.50 ha
Total investment (40% of total production) per ha. = 0.94 MT
Additional investment (20% of total investment) per ha = 0.47 MT
Total additional investment = 1.30 MT
Rate of crops per MT. NRs. 30,000.00
Total investment NRs. 39,000.00
Total of 2 NRs. 1,092,975.00
3 Annual cost of damage of house, shifting and construction of houses
a) Annual loss due to damage of houses
No. of house damaged = 4.00 Nos
Average cost per house NRs. 700,000.00
Total loss per annum NRs. 2,800,000.00
b) Cost of shifting household goods and construction materials
No of household shifted = 6.00 HH
Estimated total cost of labour input per household NRs. 10,000.00
Total labour cost NRs. 60,000.00
Total of 3 NRs. 2,860,000.00
4 Losses due to un-employment of labour, business etc during flooding days
Total population = 30.00
Total household no = 5.00
 Annex VI: ECONOMIC ANALYSIS

Economically active population (40% of total population) = 12.00

Annually affected day due to flood = 10.00
Estimated average daily income per person per day NRs. 200.00
Total loss due to un-employment (Total of 4) NRs. 24,000.00
5 Benefit due to reclaim of land
Total land to be reclaimed 6.50 ha
Estimated value of land per ha. NRs. 4,800,000.00
Total value of land reclaimed NRs. 31,200,000.00
Land reclaimed equally distributed in 20 years NRs. 1,560,000.00 per annum
Total of 4 1,560,000.00 per annum
Total of 1+2+3+4 NRs. 67,936,975.00 per annum
 Annex VI: ECONOMIC ANALYSIS

2. Economic Evaluation
S.No. Year wise cost and benefit calculation: Conversion Factor Amount (NRs.)
1 Financial Capital Cost,Costruction Cost 356,914,115.84
2 Financial O and M cost @ 3% 10,707,423.48
3 Financial Net incremental Benefit/year 67,936,975.00
4 Economic capital cost 0.95 339,068,410.05
5 Economic O and M cost 0.90 9,636,681.13
6 Economic Net incremental benefit/year 0.95 64,540,126.25

S.N. Description Year1 Year2 Year3 Year4 and onwards

1 Capital Cost 67,813,682.01 135,627,364.02 135,627,364.02
2 Cumulative Capital cost 67,813,682.01 203,441,046.03 339,068,410.05
3 O and M cost 9,636,681.13
4 Benefit 64,540,126.25
 Annex VI: ECONOMIC ANALYSIS

3. Calculation of BCR and EIRR

10% 12%
Present Present
Discount Present Value of Present Value Value of Discoun Present Present Value Value of
Year Capital cost Oand M cost Total cost Benefit Cash flow Factor cost of Cash Benefit t Factor Value of cost of Cash Benefit
1 67813682.0102 67813682.0102 -67813682.01 0.91 61648801.82 -61648801.82 0.89 60547930.36 -60547930.36
2 135627364.02 135627364.02 -135627364 0.83 112088730.59 -112088730.6 0.80 108121304 -108121304.2
3 135627364.02 135627364.02 -135627364 0.75 101898845.99 -101898846 0.71 96536878.77 -96536878.77
4 9636681.13 9636681.13 64540126.25 54903445.12 0.68 6581982.87 37499791.76 44081774.63 0.64 6124285.07 34892131.94 41016417
5 9636681.13 9636681.12776 64540126.25 54903445.122 0.62 5983620.79 34090719.78 40074340.58 0.57 5468111.67 31153689.23 36621800.9
6 9636681.13 9636681.12776 64540126.25 54903445.122 0.56 5439655.26 30991563.44 36431218.71 0.51 4882242.56 27815793.95 32698037
7 9636681.13 9636681.12776 64540126.25 54903445.122 0.51 4945141.15 28174148.58 33119289.73 0.45 4359145.14 24835530.32 29194675
8 9636681.13 9636681.12776 64540126.25 54903445.122 0.47 4495582.86 25612862.34 30108445.21 0.40 3892093.88 22174580.64 26066675
9 9636681.13 9636681.12776 64540126.25 54903445.122 0.42 4086893.51 23284420.31 27371313.83 0.36 3475083.82 19798732.71 23273817
10 9636681.13 9636681.12776 64540126.25 54903445.122 0.39 3715357.74 21167654.83 24883012.57 0.32 3102753.41 17677439.92 20780193
11 9636681.13 9636681.12776 64540126.25 54903445.122 0.35 3377597.94 19243322.57 22620920.52 0.29 2770315.54 15783428.5 18553744
12 9636681.13 9636681.12776 64540126.25 54903445.122 0.32 3070543.58 17493929.61 20564473.2 0.26 2473496.02 14092346.87 16565842.9
13 9636681.13 9636681.12776 64540126.25 54903445.122 0.29 2791403.26 15903572.37 18694975.63 0.23 2208478.59 12582452.57 14790931
14 9636681.13 9636681.12776 64540126.25 54903445.122 0.26 2537639.32 14457793.06 16995432.39 0.20 1971855.88 11234332.65 13206189
15 9636681.13 9636681.12776 64540126.25 54903445.122 0.24 2306944.84 13143448.24 15450393.08 0.18 1760585.61 10030654.15 11791240
16 9636681.13 9636681.12776 64540126.25 54903445.122 0.22 2097222.58 11948589.31 14045811.89 0.16 1571951.44 8955941.2 10527893
17 9636681.13 9636681.12776 64540126.25 54903445.122 0.20 1906565.98 10862353.92 12768919.9 0.15 1403528.07 7996376.07 9399904.15
18 9636681.13 9636681.12776 64540126.25 54903445.122 0.18 1733241.8 9874867.2 11608109 0.13 1253150.06 7139621.49 8392771.56
19 9636681.13 9636681.12776 64540126.25 54903445.122 0.16 1575674.36 8977152 10552826.37 0.12 1118883.98 6374662.05 7493546.03
20 9636681.13 9636681.12776 64540126.25 54903445.122 0.15 1432431.24 8161047.27 9593478.51 0.10 999003.55 5691662.54 6690666.1
339068410.051 163823579.17 502891989.223 1097182146 594290157.03 333713877.48 55250858.19 388964736 314041078 13023263.45 327064341

S.No Discount Rate NPW BC EIRR

1 10% 55250858.19 1.16
2 12% 13023263.45 1.04
3 16% -43937289.79 12.74%
4 17% -54049783.71

The value of BCR is greater than 1 and the value of EIRR is also greater than 10%. So, the project is economically feasible.
 Year wise expenditure of the project

Years Expenditure In Millions Cumulative Expenditure In Millions

2080/2081 71.38 71.38
2081/2082 142.77 214.15
2082/2083 142.77 356.91

S-Curve

Cumulative Expenditure In Millions

400.00
350.00
300.00
250.00
200.00 Cumulative Expendi-
ture In Millions
150.00
100.00
50.00
-
0.5 1 1.5 2 2.5 3 3.5

Prepared By: Checked By: Approved By:

 Annex VII: PROPOSED PROCUREMENT MASTER PLAN

Annex VII: Proposed Procurement Master Plan

(2080 - 2083)

2080 2081 2082 2083

Baishakh

Baishakh

Baishakh
S.

Shrawan

Shrawan
Mangsir

Mangsir
Particulars Unit Qty

Chaitra

Chaitra
Bhadra

Bhadra
Falgun

Falgun

Falgun
Kartik

Kartik
No.

Ashad

Ashad

Ashad
Jestha

Aswin

Aswin
Poush

Poush

Poush
haitra
Magh

Magh

Magh
estha

estha
1 Engineering Survey
2 Design and Cost Estimation
3 Approval of cost estimate

Finalization of mode of work

4 execution(contract/BGs)
5 Publication of tender notice
Contract approval and
6 agreement
7 Kuileni Khola (Pkg I)
Revetment m 1,801.59
Embankment m 3,643.99
Gabion Wall m 1,842.40
8 Istitutional Development
Khahare Khola (Pkg II)
Revetment m 269.73
Embankment m 4,027.69
Gabion Wall m 4,157.96
Istitutional Development
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF CORE WALL - Pkg I

Average Length = 35 m (Average of 30m, 35m & 40m)
No = 9 no.
Height of Core Wall = 1.75 m
Thickness = 0.4 m
Base of Core Wall = 1.5 m
Height = 0.4 m
Plum Concrete Foundation = 0.4 m
Gabion Revetment U/s 18 m
No Length Breadth Height
Launching Apron 12 3 1.5 0.6
Base Layer 12 3 1.5 0.8
I Layer 12 2 1.5 0.8
II Layer 6 3 1.5 0.8
Gabion Revetment D/s = 18 m
No Length Breadth Height
Launching Apron 12 3 1.5 0.6
Base Layer 12 3 1.5 0.8
I Layer 12 2 1.5 0.8
II Layer 6 3 1.5 0.8
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
1 Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.

Core Wall 9 35.00 1.50 2.40 1134.00

Gabion D/s 9 35.00 2.50 1.50 1181.25
Revetment U/s 9 18.00 6.00 0.60 583.20
Revetement D/s 9 18.00 6.00 0.60 583.20
Total 3481.65 Cu.m 133.87 466,074.02
2 Filling with ordinary soils in 15cm thick layers and hand compaction
without sprinkling water (haulage distance 10m ) Cu.m
1/3 of Excavation 1160.55 255.55 296,582.03
3 Concreting of foundations (plum concrete) including supply of materials
and haulage upto 30m. PCC 1:2:4
Core Wall 9.00 35.00 1.50 0.40 189.00
Total 189.00 Cu.m 13105.38 2,476,916.25
4 Concreting works for superstructures, deck slabs, beams including
supply of materials and haulage upto 30m- PCC 1:1.5:3

Core Wall
Base 9.00 35.00 1.50 0.40 189.00
Stem 9.00 35.00 0.40 1.75 220.50
Total 409.50 Cu.m 17995.33 7,369,086.20
5 Cutting, bending,placing in position as shown in the drawingd and
binding by wires of reinforcement steel bars work including haulage 30 Spacing No Dia Unit Wt Length Weight
m.
Base
Main Bar-U bar 200.00 350.00 16.00 1.58 1.80 1991.1
Distribution Bar 200.00 16.00 12.00 0.89 35.30 1004.08
Stem
Main Bar 200.00 350.00 16.00 1.58 2.65 2931.34
Distribution Bar 200.00 18.00 12.00 0.89 35.20 1126.4
Laping and Chair @3% 211.59
Sub total 7264.51 Kg
Total for 8 nos. 65380.57 Kg 144.28 9,432,920.47
6 Making wooden forms for floor and slab including supply & selection of
material fixing, nailing, placing separators, dismantling forms and
hauling up to 30m distance
Base 9.00 73.00 0.40 262.80
Stem 9.00 70.80 1.75 1115.10
Total 1377.90 Sq.m 822.81 1,133,754.72
7 Making Rectangular Gabion Box with two way knot including wire
cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg
Core Wall
3*1.5*0.8 12.00 16.20 m2/box 194.40
3*1.5*0.8 24.00 16.20 m2/box 388.80
Gabion Revetment U/s
Launching Apron 12.00 no @ 14.40 m2/box 172.80
Base Layer 12.00 no @ 16.20 m2/box 194.40
I Layer 12.00 no @ 11.60 m2/box 139.20
II Layer 6.00 no @ 16.20 m2/box 97.20
Gabion Revetment D/s
Launching Apron 12.00 no @ 14.40 m2/box 172.80
Prepared by: Checked by: Approved by:
 S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
Base Layer 12.00 no @ 16.20 m2/box 194.40
I Layer 12.00 no @ 11.60 m2/box 139.20
II Layer 6.00 no @ 16.20 m2/box 97.20
1790.40
Total 16113.60 Sq.m 404.49 6,517,855.54

Prepared by: Checked by: Approved by:

 S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
8 Filling Stone in Gabion Box
Core Wall
3*1.5*0.8 12.00 3.00 1.50 0.80 43.20
3*1.5*0.8 24.00 3.00 1.50 0.80 86.40
Gabion Revetment U/s
Launching Apron 12.00 3.00 1.50 0.60 32.40
Base Layer 12.00 3.00 1.50 0.80 43.20
I Layer 12.00 2.00 1.50 0.80 28.80
II Layer 6.00 3.00 1.50 0.80 21.60
Gabion Revetment D/s
Launching Apron 12.00 3.00 1.50 0.60 32.40
Base Layer 12.00 3.00 1.50 0.80 43.20
I Layer 12.00 2.00 1.50 0.80 28.80
II Layer 6.00 3.00 1.50 0.80 21.60
381.60
Total 3434.40 Cu.m 2577.73 8,852,938.74
Amount 36,546,127.97

Prepared by: Checked by: Approved by:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF STUD-PHASE I

Total no. of Stud = 0 no.
Length Breadth No Length Breadth Height
Launching Apron/Base Layer 9 6 12 3 1.5 0.6
I Layer 6 4.5 6 3 1.5 0.8
II Layer 4.5 3 3 3 1.5 0.8
III Layer 3 1.5 1 3 1.5 0.8
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit
1 Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.

B Spurs
a) Launching 0 9.00 6.00 0.60 0.00
Total 0.00 Cu.m
Making Rectangular Gabion Box with two way knot including wire
2 cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg

Launching Apron/Base Layer 12 no @ 14.40 m2/box 172.80

I Layer 6 no @ 16.20 m2/box 97.20
II Layer 3 no @ 16.20 m2/box 48.60
III Layer 1 no @ 16.20 m2/box 16.20
Sub Total for 1 no. stud 334.80
Sub-Total for 0.00 no 0.00 Sq.m
3 Filling Stone in Gabion Box

Launching Apron/Base Layer 12 3.00 1.50 0.60 32.40

I Layer 6 3.00 1.50 0.80 21.60

II Layer 3 3.00 1.50 0.80 10.80

III Layer 1 3.00 1.50 0.80 3.60

Sub Total for 1 no. stud 68.40
Sub-Total for 0.00 no 0.00 Cu.m

Estimated by: Chacked by: Approved by:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF REVETMENT-PHASE I

Total Length of Gabion Revetment 1200 m

No Length Breadth Height
Launching Apron 800 3 1.5 0.6
Base Layer 800 3 1.5 0.8
I Layer 800 2 1.5 0.8
II Layer 400 3 1.5 0.8
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
1 Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.

Gabion wall
Launching and Base 1 1200.00 6.00 0.60 4320.00
Total 4320.00 Cu.m 133.87 578300.45

Making Rectangular Gabion Box with two way knot including wire
2 cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg

Launching 800 no @ 14.40 m2/box 11520.00

Base layer 800 no @ 16.20 m2/box 12960.00
I- Layer 800 no @ 11.60 m2/box 9280.00
II- Layer 400 no @ 16.20 m2/box 6480.00
Total 40240.00 Sq.m 404.49 16276841.11
3 Filling Stone in Gabion Box
Launching 800 3.00 1.50 0.60 2160.00
Base layer 800 3.00 1.50 0.80 2880.00
I- Layer 800 2.00 1.50 0.80 1920.00
II- Layer 400 3.00 1.50 0.80 1440.00
Total 8400.00 Cu.m 2577.73 21652890
4 Laying of Terram Paper(Geotextile) 1 1200 8.6 10320.00 Sq.m 159.82 1649342.4
5 Boulder Collection, transportation and Packing using Machines 1 200 4.5 2 1800.00 Cu.m 1076.45 1,937,610.00
Amount 42,094,983.96

Prepared by: Checked by: Approved by:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF STUD-PHASE II

Total no. of Stud = 0 no.
Length Breadth No Length Breadth Height
Launching Apron/Base Layer 9 6 12 3 1.5 0.6
I Layer 6 4.5 6 3 1.5 0.8
II Layer 4.5 3 3 3 1.5 0.8
III Layer 3 1.5 1 3 1.5 0.8
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit
1 Excavation in all types of soil as per Drawing and Technical
B Specification
Spurs including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.
a) Launching 0 9.00 6.00 0.60 0.00
Total 0.00 Cu.m
Making Rectangular Gabion Box with two way knot including wire
2 cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg

Launching Apron/Base Layer 12 no @ 14.40 m2/box 172.80

I Layer 6 no @ 16.20 m2/box 97.20
II Layer 3 no @ 16.20 m /box
2
48.60
III Layer 1 no @ 16.20 m /box
2
16.20
Sub Total for 1 no. stud 334.80
Sub-Total for 0.00 no 0.00 Sq.m
3 Filling Stone in Gabion Box

Launching Apron/Base Layer 12 3.00 1.50 0.60 32.40

I Layer 6 3.00 1.50 0.80 21.60

II Layer 3 3.00 1.50 0.80 10.80

III Layer 1 3.00 1.50 0.80 3.60

Sub Total for 1 no. stud 68.40
Sub-Total for 0.00 no 0.00 Cu.m

Estimated by: Chacked by: Approved by:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF REVETMENT- Ghatte Khola & Kalimaire Khola

Total Length of Gabion Revetment 150 m

No Length Breadth Height
Base Layer 50 3 1.5 0.8
I Layer 50 3 1.5 0.8
II Layer 50 3 1.5 0.6
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
1 Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.

A Gabion wall
Launching and Base 1 150.00 1.50 0.30 67.50
Total 67.50 Cu.m 133.87 9035.94

Making Rectangular Gabion Box with two way knot including wire
2 cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg

Base layer 50 no @ 16.20 m2/box 810.00

I- Layer 50 no @ 16.20 m2/box 810.00
II- Layer 50 no @ 14.40 m2/box 720.00
Total 404.49
2340.00 Sq.m 946516.1
3 Filling Stone in Gabion Box
Base layer 50 3.00 1.50 0.80 180.00
I- Layer 50 3.00 1.50 0.80 180.00
II- Layer 50 3.00 1.50 0.60 135.00
Total 495.00 Cu.m 2577.73 1275973.87
4 Laying of Terram Paper(Geotextile) 1 150 5.2 780.00 Sq.m 159.82 124659.6
Amount 2,356,185.51

Prepared By: Checked By: Approved By:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF CORE WALL - Pkg II

Average Length = 35 m (Average of 30m, 35m & 40m)
No = 8 no.
Height of Core Wall = 1.75 m
Thickness = 0.4 m
Base of Core Wall = 1.5 m
Height = 0.4 m
Plum Concrete Foundation = 0.4 m
Gabion Revetment U/s 18 m
No Length Breadth Height
Launching Apron 12 3 1.5 0.6
Base Layer 12 3 1.5 0.8
I Layer 12 2 1.5 0.8
II Layer 6 3 1.5 0.8
Gabion Revetment D/s = 18 m
No Length Breadth Height
Launching Apron 12 3 1.5 0.6
Base Layer 12 3 1.5 0.8
I Layer 12 2 1.5 0.8
II Layer 6 3 1.5 0.8
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
1 Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.

Core Wall 8 35.00 1.50 2.25 945.00

Gabion D/s 8 35.00 2.50 1.50 1050.00
Revetment U/s 8 18.00 6.00 0.60 518.40
Revetement D/s 8 18.00 6.00 0.60 518.40
Total 3031.80 Cu.m 133.87 405,854.47
2 Filling with ordinary soils in 15cm thick layers and hand compaction
without sprinkling water (haulage distance 10m ) Cu.m
1/3 of Excavation 1010.60 255.55 258,261.86
3 Concreting of foundations vertical faces, walls and abutments (plum
concrete) including supply of materials and haulage upto 30m. PCC
1:2:4
Core Wall 8.00 35.00 1.50 0.40 168.00
Total 168.00 Cu.m 13105.38 2,201,703.33
4 Concreting works for superstructures, deck slabs, beams including
supply of materials and haulage upto 30m- PCC 1:1.5:3

Core Wall
Base 8.00 35.00 1.50 0.40 168.00
Stem 8.00 35.00 0.40 1.75 196.00
Total 364.00 Cu.m 17995.33 6,550,298.84
5 Cutting, bending,placing in position as shown in the drawingd and
binding by wires of reinforcement steel bars work including haulage 30 Spacing No Dia Unit Wt Length Weight
m.
Base
Main Bar-U bar 200.00 350.00 16.00 1.58 1.80 1991.1
Distribution Bar 200.00 16.00 12.00 0.89 35.30 1004.08
Stem
Main Bar 200.00 350.00 16.00 1.58 2.65 2931.34
Distribution Bar 200.00 18.00 12.00 0.89 35.20 1126.4
Laping and Chairs @3% 211.59
Sub total 7264.51 Kg
Total 58116.06 Kg 144.28 8,384,818.19
6 Making wooden forms for floor and slab including supply & selection of
material fixing, nailing, placing separators, dismantling forms and
hauling up to 30m distance
Base 8.00 73.00 0.40 233.60
Stem 8.00 70.80 1.75 991.20
Total 1224.80 Sq.m 822.81 1,007,781.97
7 Making Rectangular Gabion Box with two way knot including wire
cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg
Core Wall
3*1.5*0.8 12.00 16.20 m2/box 194.40
3*1.5*0.8 24.00 16.20 m2/box 388.80
Gabion Revetment U/s
Launching Apron 12.00 no @ 14.40 m2/box 172.80
Base Layer 12.00 no @ 16.20 m2/box 194.40
I Layer 12.00 no @ 11.60 m2/box 139.20
II Layer 6.00 no @ 16.20 m2/box 97.20
Gabion Revetment D/s
Launching Apron 12.00 no @ 14.40 m2/box 172.80
Base Layer 12.00 no @ 16.20 m2/box 194.40
 I Layer 12.00 no @ 11.60 m2/box 139.20
II Layer 6.00 no @ 16.20 m2/box 97.20
1790.40
Total 14323.20 Sq.m 404.49 5,793,649.37
8 Filling Stone in Gabion Box
Core Wall
3*1.5*0.8 12.00 3.00 1.50 0.80 43.20
3*1.5*0.8 24.00 3.00 1.50 0.80 86.40
Gabion Revetment U/s
Launching Apron 12.00 3.00 1.50 0.60 32.40
Base Layer 12.00 3.00 1.50 0.80 43.20
I Layer 12.00 2.00 1.50 0.80 28.80
II Layer 6.00 3.00 1.50 0.80 21.60
Gabion Revetment D/s
Launching Apron 12.00 3.00 1.50 0.60 32.40
Base Layer 12.00 3.00 1.50 0.80 43.20
I Layer 12.00 2.00 1.50 0.80 28.80
II Layer 6.00 3.00 1.50 0.80 21.60
381.60
Total 3052.80 Cu.m 2577.73 7,869,278.88
Amount 32,471,646.91
 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF REVETMENT-PHASE II

Total Length of Gabion Revetment 1110 m

No Length Breadth Height
Launching Apron 740 3 1.5 0.6
Base Layer 740 3 1.5 0.8
I Layer 740 2 1.5 0.8
II Layer 370 3 1.5 0.8
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
1 Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.

Gabion wall
Launching and Base 1 1110.00 6.00 0.60 3996.00
Total 3996.00 Cu.m 133.87 534927.91

Making Rectangular Gabion Box with two way knot including wire
2 cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg

Launching 740 no @ 14.40 m2/box 10656.00

Base layer 740 no @ 16.20 m2/box 11988.00
I- Layer 740 no @ 11.60 m2/box 8584.00
II- Layer 370 no @ 16.20 m2/box 5994.00
Total 404.49
37222.00 Sq.m 15056078.03
3 Filling Stone in Gabion Box
Launching 740 3.00 1.50 0.60 1998.00
Base layer 740 3.00 1.50 0.80 2664.00
I- Layer 740 2.00 1.50 0.80 1776.00
II- Layer 370 3.00 1.50 0.80 1332.00
Total 7770.00 Cu.m 2577.73 20028923.25
4 Laying of Terram Paper(Geotextile) 1 1110 8.6 9546.00 Sq.m 159.82 1525641.72
Amount 37,145,570.91

Prepared by: Checked by: Approved by:

 Gandaki Province Government
Ministry of Energy, Water Resources and Water Supply
WATER RESOURCES AND IRRIGATION DEVELOPMENT DIVISION OFFICE
Besisahar, Lamjung
Nepal

Name of Project: Ristikhola River Training Works, Madhyanepal Municipality, Lamjung

DETAILED ESTIMATE OF EMBANKMENT-PHASE II

Total Length of Embankment = 399 m
Top Width = 3m
Bottom Width = 15 m
Height of Embankment = 3m
Length of Slope Pitching = 6m
No Length Breadth Height
Launching Apron 266 3 1.5 0.6
Toe 133 31 1
Slope Pitching 532 3 1.5 0.3
S.N Description of Works No. Length Breadth Depth/ Height Quantity Unit Rate Amount
1 Excavation in all types of soil as per Drawing and Technical
Specification including removal of stumps and other deleterous matter,
all lift and leads as per Drawing and Instruction of the Engineer.

Launching 1.00 399.00 4.00 0.80 1276.80

Total 1276.80 Cu.m 133.87 170919.91
2 Construction of Embankment with Material from Borrow pits.
Providing, laying, spreading and compacting embankment with river 1.00 399.00 9.00 3.00
bed material as per Drawing and Technical Specifications 10773.00
Total 10773.00 Cu.m 292.25 3148383.21
Making Rectangular Gabion Box with two way knot including wire
3 cutting,netting etc Complete, Mesh Size 100mm*100mm, Mesh Wire
10 SWG, Salvaged Wire-7 Swg

Launching 266 no @ 14.40 m2/box 3,830.40

Total 3830.40 Sq.m 404.49 1549374.06
Supply of Machine Made Gabion box( mesh size 10*12 cm, heavy
4 galvanized, mesh wire 3mm, selvedge wire 3.9mm and lacing wire
2.4mm dia)
Toe 133 no @ 16.00 m2/box 2,128.00
Slope Pitching 532 no @ 12.60 m2/box 6,703.20
Grand Total 8831.20 Sq.m 364.83 3221851.37
5 Filling Stone in Gabion Box
Launching 266 3.0 1.5 0.6 718.20
Toe 133 3.0 1.0 1.0 399.00
Slope Pitching 532 3.0 1.5 0.3 718.20
Sub Total 1,835.40
Total 1835.40 Cu.m 2577.73 4731156.46
6 Laying of Terram Paper(Geotextile) 1 399 8 3192.00 Sq.m 159.82 510145.44
Grass turfing works including grass sodding, transporting and placing 108.60
7 in position and water sprinkling 1 399 3.7 1476.30 Sq.m 160326.18
Amount 13,492,156.63

Prepared by: Checked by: Approved by:

 YEAR WISE DISTRIBUTION PLAN
Ch:0+000-3+750 Quantity
S.No. Particulars Quantity 079/080 080/081 081/082
Qty Amount Qty Amount Qty Amount Total Quantity Unit Rate Amount
1 Gabion Wall(1265m) 500 500 265 1265 m
A Earthwork
i Machine 1992.37 787.50 142,435.12 787.50 142,435.12 417.38 75,490.62 1,992.37 m3 180.87 360,360.87
ii Manual 853.88 337.50 283,662.00 337.50 283,662.00 178.88 150,340.86 853.875 m3 840.48 717,664.86
C Gabion Zinc coated 34998.33 13833.33 4,175,075.66 13833.33 4,175,075.66 7,331.67 2,212,790.10 34,998.33 m2 301.81 10,562,941.42
D Gabion Filling 7590.00 3000.00 5,705,550.00 3000.00 5,705,550.00 1590.00 3,023,941.50 7590 m3 1,901.85 14,435,041.50
Sub-Total 10,306,722.79 10,306,722.79 5,462,563.08 26,076,008.65

Ch:3+750-4+805 Quantity
S.No. Particulars Quantity 079/080 080/081 081/082
Qty Amount Qty Amount Qty Amount Total Quantity Unit Rate Amount
2 Gabion Wall(500m) 500 500 m
A Earthwork
i Machine 1312.50 1,312.50 237,391.87 1312.5 m3 180.87 237,391.87
ii Manual 562.50 562.50 472,770.00 562.5 m3 840.48 472,770.00
C Gabion Zinc coated 19791.67 19,791.67 5,973,376.32 19791.6666666667 m2 301.81 5,973,376.32
D Gabion Filling 4312.50 4312.50 8,201,728.13 4312.5 m3 1,901.85 8,201,728.13
Sub-Total 14,885,266.32 14,885,266.32

Ch:0+000-3+750 Quantity
S.No. Particulars Quantity 079/080 080/081 081/082
Qty Amount Qty Amount Qty Amount Total Quantity Unit Rate Amount

3 Studs(13nos) 5 5 3 13 no
A Earthwork
i Machine 900.90 346.50 62,671.45 346.50 62,671.45 207.90 37,602.87 900.90 m3 180.87 162,945.78
ii Manual 386.10 148.50 124,811.28 148.50 124,811.28 89.10 74,886.77 386.10 m3 840.48 324,509.33
B Gabion Zinc coated 11453.00 4405.00 1,329,484.94 4405.00 1,329,484.94 2,643.00 797,690.96 11,453.00 m2 301.81 3,456,660.83
C Gabion Filling 2515.50 967.50 1,840,039.88 967.50 1,840,039.88 580.50 1,104,023.93 2,515.50 m3 1,901.85 4,784,103.68
Sub-Total 3,357,007.55 3,357,007.55 2,014,204.53 8,728,219.62

Ch:3+750-4+805 Quantity
S.No. Particulars 079/080 080/081 081/082 Total Quantity Unit Rate Amount
3 Studs(29nos) 10 10 9 29 no
A Earthwork
i Machine 2009.70 693.00 125,342.91 693.00 125,342.91 623.70 112,808.62 2,009.70 m3 180.87 363,494.44
ii Manual 861.30 297.00 249,622.56 297.00 249,622.56 267.30 224,660.30 861.30 m3 840.48 723,905.42
B Gabion Zinc coated 31030.00 10700.00 3,229,395.87 10700.00 3,229,395.87 9,630.00 2,906,456.29 31,030.00 m2 301.81 9,365,248.03
C Gabion Filling 6786.00 2340.00 4,450,329.00 2340.00 4,450,329.00 2106.00 4,005,296.10 6,786.00 m3 1,901.85 12,905,954.10
Sub-Total 8,054,690.34 8,054,690.34 7,249,221.31 23,358,601.99
 Ch:3+750-4+805 Quantity
S.No. Particulars 073/074 074/075 075/076 Total Quantity Unit Rate Amount
Qty Amount Qty Amount Qty Amount
1 Embankment(330m) 110 110 110 330 m
A Earthwork
i Machine 693.00 231.00 41,780.97 231.00 41,780.97 231.00 41,780.97 693.00 m3 180.87 125,342.91
ii Manual 297.00 99.00 83,207.52 99.00 83,207.52 99.00 83,207.52 297.00 m3 840.48 249,622.56
B Backfilling 11199.38 3733.13 576,767.81 3733.13 576,767.81 3733.13 576,767.81 11,199.38 m3 154.50 1,730,303.44
C Gabion Zinc coated 17325.00 5775.00 1,742,968.33 5775.00 1,742,968.33 5,775.00 1,742,968.33 17,325.00 m2 301.81 5,228,905.00
D Gabion Filling 2475.00 825.00 1,569,026.25 825.00 1,569,026.25 825.00 1,569,026.25 2,475.00 m3 1,901.85 4,707,078.75
Sub-Total 4,013,750.89 4,013,750.89 4,013,750.89 12,041,252.66

Ch:3+750-4+805 Quantity
S.No. Particulars 073/074 074/075 075/076 Total Quantity Unit Rate Amount
Qty Amount Qty Amount Qty Amount
1 Landslide(3m) 3 3m
A Earthwork
i Machine 34.02 34.02 6,153.20 34.02 m3 180.87 6,153.20
ii Manual 14.58 14.58 12,254.20 14.58 m3 840.48 12,254.20
B Backfilling 32.40 32.40 5,005.80 32.40 m3 154.50 5,005.80
C Gabion Zinc coated 236.25 236.25 71,303.25 236.25 m2 301.81 71,303.25
D Gabion Filling 40.50 40.50 77,024.93 40.50 m3 1,901.85 77,024.93
Sub-Total 171,741.37 171,741.37

S.No. Particulars 073/074 074/075 075/076 Quantity Amount

1 Construction Work
Earthwork
Machine 6,942.50 1,255,689.07
Manual 2,975.35 2,500,726.37
Backfilling 11,231.78 1,735,309.24
Gabion Zinc coated 114,834.25 34,658,434.86
Gabion Filling 23,719.50 45,110,931.07
1 Total Cost 25,903,912.93 25,732,171.56 33,625,006.12 85,261,090.62
2 Total Cost in Million 25.90 25.73 33.63 85.26
 Calculation of BCR and EIRR (@ 10% discount factor)

Discount Present Value (PV), Present Value

S. No. Year Construction cost O & M cost Cost Benefit Factors Cost at (PV)Benefit at Cash Flow
10% 10% at 10%
-2 2079 134,694,900.00 0.00 134694900 0.00 0.909 122449909.09 0.00 -134694900.00
-1 2080 179,593,200.00 0.00 179593200 0.00 0.826 148424132.23 0.00 -179593200
0 2081 134,694,900.00 0.00 134694900 0.00 0.751 101198271.98 0.00 -134694900
1 2082 4489830.00 4489830.00 67936975.00 0.683 3066614.30 46401868.04 63447145.00
2 2083 4489830.00 4489830.00 67936975.00 0.621 2787831.18 42183516.40 63447145.00
3 2084 4489830.00 4489830.00 67936975.00 0.564 2534391.99 38348651.27 63447145.00
4 2085 4489830.00 4489830.00 67936975.00 0.513 2303992.71 34862410.25 63447145.00
5 2086 44898300.00 44898300.00 67936975.00 0.467 20945388.31 31693100.23 23038675.00
6 2087 4489830.00 4489830.00 67936975.00 0.424 1904126.21 28811909.30 63447145.00
7 2088 4489830.00 4489830.00 67936975.00 0.386 1731023.83 26192644.82 63447145.00
8 2089 4489830.00 4489830.00 67936975.00 0.350 1573658.02 23811495.29 63447145.00
9 2090 4489830.00 4489830.00 67936975.00 0.319 1430598.20 21646813.90 63447145.00
10 2091 44898300.00 44898300.00 67936975.00 0.290 13005438.22 19678921.72 23038675.00
11 2092 4489830.00 4489830.00 67936975.00 0.263 1182312.57 17889928.84 63447145.00
12 2093 4489830.00 4489830.00 67936975.00 0.239 1074829.61 16263571.67 63447145.00
13 2094 4489830.00 4489830.00 67936975.00 0.218 977117.82 14785065.16 63447145.00
14 2095 4489830.00 4489830.00 67936975.00 0.198 888288.93 13440968.32 63447145.00
15 2096 44898300.00 44898300.00 67936975.00 0.180 8075353.91 12219062.11 23038675.00
16 2097 4489830.00 4489830.00 67936975.00 0.164 734123.08 11108238.29 63447145.00
17 2098 4489830.00 4489830.00 67936975.00 0.149 667384.62 10098398.44 63447145.00
18 2099 4489830.00 4489830.00 67936975.00 0.135 606713.29 9180362.22 63447145.00
19 2100 4489830.00 4489830.00 67936975.00 0.123 551557.54 8345783.84 63447145.00
20 2101 44898300.00 44898300.00 67936975.00 0.112 5014159.43 7587076.21 23038675.00
21 2102 4489830.00 4489830.00 67936975.00 0.102 455832.68 6897342.01 63447145.00
22 2103 4489830.00 4489830.00 67936975.00 0.092 414393.34 6270310.92 63447145.00
23 2104 4489830.00 4489830.00 67936975.00 0.084 376721.22 5700282.66 63447145.00
24 2105 4489830.00 4489830.00 67936975.00 0.076 342473.84 5182075.14 63447145.00
25 2106 44898300.00 44898300.00 67936975.00 0.069 3113398.51 4710977.40 23038675.00
448983000.00 314288100.00 314288100 1698424375.00 447830036.65 463310774.45 935153275

B/C Ratio at 10% = 1.03 EIRR = 10.49%

NPV at 10% = 15,480,738
In the sensitivity analysis also, the value of BCR is greater than 1 and the value of IRR is also greater than 10% in both cases.
So, the project is feasible both technically as well as economically.

Prepared By: Checked By: Approed By:

 Calculation of BCR and EIRR (@ 12% discount factor)

Discount Present Value (PV), Present Value

S. No. Year Construction cost O & M cost Cost Benefit Factors Cost at (PV)Benefit at Cash Flow
12% 12% 12%
-2 2079 134694900.00 0.00 134694900 0.00 0.893 120263303.57 0.00 -134694900.00
-1 2080 179593200.00 0.00 179593200 0.00 0.797 143170599.49 0.00 -179593200
0 2081 134694900.00 0.00 134694900 0.00 0.712 95873169.30 0.00 -134694900
1 2082 4489830.00 4489830.00 67936975.00 0.636 2853368.13 43175175.80 63447145.00
2 2083 4489830.00 4489830.00 67936975.00 0.567 2547650.12 38549264.11 63447145.00
3 2084 4489830.00 4489830.00 67936975.00 0.507 2274687.61 34418985.81 63447145.00
4 2085 4489830.00 4489830.00 67936975.00 0.452 2030971.08 30731237.33 63447145.00
5 2086 44898300.00 44898300.00 67936975.00 0.404 18133670.33 27438604.76 23038675.00
6 2087 4489830.00 4489830.00 67936975.00 0.361 1619077.71 24498754.25 63447145.00
7 2088 4489830.00 4489830.00 67936975.00 0.322 1445605.10 21873887.72 63447145.00
8 2089 4489830.00 4489830.00 67936975.00 0.287 1290718.84 19530256.90 63447145.00
9 2090 4489830.00 4489830.00 67936975.00 0.257 1152427.53 17437729.37 63447145.00
10 2091 44898300.00 44898300.00 67936975.00 0.229 10289531.54 15569401.23 23038675.00
11 2092 4489830.00 4489830.00 67936975.00 0.205 918708.17 13901251.09 63447145.00
12 2093 4489830.00 4489830.00 67936975.00 0.183 820275.15 12411831.33 63447145.00
13 2094 4489830.00 4489830.00 67936975.00 0.163 732388.53 11081992.26 63447145.00
14 2095 4489830.00 4489830.00 67936975.00 0.146 653918.33 9894635.95 63447145.00
15 2096 44898300.00 44898300.00 67936975.00 0.130 5838556.53 8834496.38 23038675.00
16 2097 4489830.00 4489830.00 67936975.00 0.116 521299.69 7887943.20 63447145.00
17 2098 4489830.00 4489830.00 67936975.00 0.104 465446.15 7042806.43 63447145.00
18 2099 4489830.00 4489830.00 67936975.00 0.093 415576.92 6288220.02 63447145.00
19 2100 4489830.00 4489830.00 67936975.00 0.083 371050.82 5614482.16 63447145.00
20 2101 44898300.00 44898300.00 67936975.00 0.074 3312953.77 5012930.50 23038675.00
21 2102 4489830.00 4489830.00 67936975.00 0.066 295799.44 4475830.81 63447145.00
22 2103 4489830.00 4489830.00 67936975.00 0.059 264106.65 3996277.51 63447145.00
23 2104 4489830.00 4489830.00 67936975.00 0.053 235809.51 3568104.92 63447145.00
24 2105 4489830.00 4489830.00 67936975.00 0.047 210544.20 3185807.96 63447145.00
25 2106 44898300.00 44898300.00 67936975.00 0.042 1879858.94 2844471.39 23038675.00
448983000.00 314288100.00 314288100 1698424375.00 419881073.17 379264379.23 935153275

B/C Ratio at 12% = 0.90 EIRR = 10.49%

NPV at 12% = (40,616,694)
In the sensitivity analysis also, the value of BCR is greater than 1 and the value of IRR is also greater than 12% in both cases.
So, the project is feasible both technically as well as economically.

Prepared By: Checked By: Approed By:

 Province Government
Lumbini Province
Ministry of Physical Infrastructure Development
Butwal
Nepal

Dhanwang Khola Thulo Kulo Irrigation Project

DETAILED QUANTITY ESTIMATE OF CANAL LINING

TYPE I
Detail
Unit

Length 350.00 m
Bed width (b) 0.50 m
Depth (d) 0.30
Free Board 0.15
Height 0.45 m
wall/base th.(t) 0.12 m
Cover Slab
Length 10.00 m
Slab Thickness 0.12 m

S.N. Description of work No. Length Breadth Height Quantity Unit

1 Earthwork in Boulder Mixed Soils
In Canal Bed 1.00 350.00 0.84 0.10 29.40
Sub-total 29.40 cu.m.
2 Stone Soiling
In Canal Bed 1.00 350.00 0.84 0.10 29.40
Sub-total 29.40 cu.m.
3 PCC 1:2:4
In Canal U Shape 1.00 350.00 1.64 0.12 68.88
In Cover Slab 1.00 10.00 0.74 0.12 0.88
Sub-total 69.76 cu.m.
4 Reinforcement
Spacing Dia No Unit Wt Length Qty
(mm)
Main U Bar 200.00 10.00 1,750.00 0.62 1.64 1,771.60
Dist Bar 200.00 8.00 9.00 0.40 350.00 1,244.44

Cover Slab
Main U Bar 200.00 12.00 50.00 0.89 0.74 32.89
Dist Bar 200.00 10.00 4.00 0.62 10.00 24.69

Sub-total 3,073.63 Kg.

5 Formwork
Canals
Outer Side Including PCC 2.00 350.00 0.57 399.00
Inner Side 2.00 350.00 0.45 315.00

Cover Slab
Base formwork 1.00 10.00 0.50 5.00
Side Long 2.00 10.00 0.12 2.40
Side Short 2.00 0.74 0.12 0.17
Sub-total 721.57 Sq.m
6 Rubber Seal @ 12m Interval
Type I 30.00 1.64 49.20
Sub-total 49.20 Rm.
 Province Government
Lumbini Province
Ministry of Physical Infrastructure Development
Butwal
Nepal

Dhanwang Khola Thulo Kulo Irrigation Project

DETAILED QUANTITY ESTIMATE OF CANAL LINING

TYPE II
Detail
Unit

Length 550.00 m
Bed width (b) 0.80 m
Depth (d) 0.45
Free Board 0.15
Height 0.60 m
wall/base th.(t) 0.12 m
Cover Slab
Length 10.00 m
Slab Thickness 0.12 m

S.N. Description of work No. Length Breadth Height Quantity Unit

1 Earthwork in Boulder Mixed Soils
In Canal Bed 1.00 550.00 1.14 0.10 62.70
Sub-total 62.70 cu.m.
2 Stone Soiling
In Canal Bed 1.00 550.00 1.14 0.10 62.70
Sub-total 62.70 cu.m.
3 PCC 1:2:4
In Canal U Shape 1.00 550.00 2.24 0.12 147.84
In Cover Slab 1.00 10.00 1.04 0.12 1.24
Sub-total 149.08 cu.m.
4 Reinforcement
Spacing Dia No Unit Wt Length Qty
(mm)
Main U Bar 200.00 10.00 2,750.00 0.62 2.54 4,311.73
Dist Bar 200.00 8.00 13.00 0.40 550.00 2,824.69

Cover Slab
Main U Bar 200.00 12.00 50.00 0.89 1.24 55.11
Dist Bar 200.00 10.00 7.00 0.62 10.00 43.21

Sub-total 7,234.74 Kg.

5 Formwork
Canals
Outer Side Including PCC 2.00 550.00 0.72 792.00
Inner Side 2.00 550.00 0.60 660.00

Cover Slab
Base formwork 1.00 10.00 0.80 8.00
Side Long 2.00 10.00 0.12 2.40
Side Short 2.00 1.04 0.12 0.24
Sub-total 1,462.64 Sq.m
6 Rubber Seal @ 12m Interval
Type I 46.00 2.54 116.84
Sub-total 116.84 Rm.
 Province Government
Lumbini Province
Ministry of Physical Infrastructure Development
Butwal
Nepal

Dhanwang Khola Thulo Kulo Irrigation Project

DETAILED QUANTITY ESTIMATE OF CANAL LINING

TYPE III
Detail
Unit

Length 324.00 m
Bed width (b) 0.50 m
Depth (d) 0.15
Free Board 0.15
Height 0.30 m
wall/base th.(t) 0.12 m
Cover Slab
Length 10.00 m
Slab Thickness 0.12 m

S.N. Description of work No. Length Breadth Height Quantity Unit

1 Earthwork in Boulder Mixed Soils
In Canal Bed 1.00 324.00 0.84 0.10 27.21
Sub-total 27.21 cu.m.
2 Stone Soiling
In Canal Bed 1.00 324.00 0.84 0.10 27.21
Sub-total 27.21 cu.m.
3 PCC 1:2:4
In Canal U Shape 1.00 324.00 1.34 0.12 52.09
In Cover Slab 1.00 10.00 0.74 0.12 0.88
Sub-total 52.97 cu.m.
4 Reinforcement
Spacing Dia No Unit Wt Length Qty
(mm)
Main U Bar 200.00 10.00 1,620.00 0.62 1.64 1,640.00
Dist Bar 200.00 8.00 9.00 0.40 324.00 1,152.00

Cover Slab
Main U Bar 200.00 12.00 50.00 0.89 0.94 41.78
Dist Bar 200.00 10.00 5.00 0.62 10.00 30.86

Sub-total 2,864.64 Kg.

5 Formwork
Canals
Outer Side Including PCC 2.00 324.00 0.42 272.16
Inner Side 2.00 324.00 0.30 194.40

Cover Slab
Base formwork 1.00 10.00 0.50 5.00
Side Long 2.00 10.00 0.12 2.40
Side Short 2.00 0.74 0.12 0.17
Sub-total 474.13 Sq.m
6 Rubber Seal @ 12m Interval
Type I 27.00 1.64 44.28
Sub-total 44.28 Rm.