Government of Nepal

Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division no.2
Dadeldhura

Name of the Project:- Pokhari Irrigation system

Location :- Debal dibyapur-1, Dadeldhura F.Y. 2072/073
1 Man Power rate of Dadeldhura District
S.N. Item Unit Rate(Rs) Remarks
1 Unskilled Labour MD 525.00
2 Skilled Labour MD 760.00
3 Driver (Heavy) MD 529.67 15890/30
4 Driver (Light) MD 489.00 14670/30
5 Plumber MD 735.00
6 Survey Helper MD 525.00
7 Chaukidar MD 525.00
8 Porter MD 525.00
9 Superviser MD 525.00

2 Rates of Construction Materials at District Headquarter Dadeldhura

S.N. Item Rate Unit Item Rate Unit Remarks
1 Cement 850.00 bag Binding wire 121.00 kg
2 Steel bars 86.00 kg G.I.wire 115.00 kg
5 First Class Bricks 10000.00 1000 no. Nails 130.00 kg
6 Bamboo 320.00 No. Enamael paint 574.00 Ltr
7 Local wood 36300.00 m3 White cement 55.00 kg
8 Sal wood 125000.00 m 3
Primer 405.00 Ltr
9 Petrol 99.00 Ltr HDPE pipes 270.00 kg

3 Transportation Rates of Dadeldhura (By Vehicles)

Rate= Rs/quintal/Km
S.N. Type of Road Remarks
Easy loads Uneasy loads Risky loads
1 Metalled Road 2.40 7.40 11.20
2 Kachchi Road 3.20 11.20 14.00

4 Transportation Rates of Dadeldhura (By Porter)

Rate= Rs/Kg/Kosh
S.N. Type of Road Remarks
Easy loads Uneasy loads HDPE/GI Pipes/ steel Lattha Cement
1 Transportation. 3.70 6.30 8.40 12.10
2 Load & unload cost/kg 0.35 0.420 0.767 0.767 0.42

5 Transportation Rates of Dadeldhura (By Donkey)

Rate(Rs)
S.N. Type of Road Per Remarks
Easy loads Uneasy loads
1 Transportation. 2.30 2.80 /Kosh/Kg

6 Distance From Dadeldhura to the Work Site.

Distance in Km In Kosh Remarks
Description
S.N. Hilly Road Hilly trail
Terai Road
From To Metalled Kachchi
1 - -
2 Dadeldhura pokhara 5.00
3 pokhara Work Site - - 2.00 0.50
- - - -
 - -
- - -
 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division no.2
Dadeldhura
Collection Of Materials
Name of the Project: Pokhari Irrigation system
Location : Debal dibyapur-1, Dadeldhura
A Collection Of Local Materials F.Y. 2072/073
Labour for Collection Labour for Transportation
S.N. Name of Materials Unit Total MD Rate Amount Reference
Type MD Lead Equation MD
1 Sand m3 Unskl 3.45 200.00 0.40+((L-10)/10)*0.12 2.68 6.13 525.00 3218.25 3-1b & 22-1.1(a&b)
2 Boulder m3 Unskl 1.40 200.00 1.10+((L-10)/10)*0.19 4.71 6.11 525.00 3207.75 3-4 & 22-1.3 (a&b)
3 Gravel m3 Unskl 4.00 200.00 0.30+((L-10)/10)*0.13 2.77 6.77 525.00 3554.25 3-2b & 22-1.2(a&b)

B Cost of Materials Purchased at Site

Market Price Distance(Km) Upto The Work Site Loading &

S.N. Name of Materials Unit Total Cost (Rs)
Rate(Rs/quint (Rs/quinta Unloading/kg
Rate Porter (Kosh)
Pakki al/Km) Kachhi l/Km) (Rs/Kg/ Kosh)
1 Cement Bag 850.00 - 2.40 - 3.20 0.50 3.70 0.420 963.50
2 Steel Kg 86.00 - 7.40 - 11.20 0.50 8.40 0.767 90.96
3 Nails Kg 130.00 - 7.40 - 11.20 0.50 6.30 0.420 133.57
4 10 SWG commercial Kg 115.00 - 7.40 - 11.20 0.50 6.30 0.420 118.57
5 Binding Wire Kg 121.00 - 2.40 - 3.20 0.50 6.30 0.420 124.57
6 32mm dia 6 KgF HDPE pipes
Density= 0.226 Kg/Rm) Rm 61.02 5.00 7.40 - 11.20 0.50 8.40 0.767 66.35
25mm dia 10KgF HDPE pipes
0.50
7 Density= 0.202 Kg/Rm) Rm 54.54 5.00 7.40 - 11.20 8.40 0.767 59.87
40mm dia 4kgf HDPE
0.50
8 pipes,density=0.251kg/rm Rm 67.77 5.00 7.40 - 11.20 8.40 0.767 73.10
50mm dia 6kgf HDPE
0.50
9 pipes,density=0.542kg/rm Rm 146.34 5.00 7.40 - 11.20 8.40 0.767 151.67
63mm dia 6kgf HDPE
0.50
10 pipes,density=0.542kg/rm Rm 229.5 5.00 7.40 - 11.20 8.40 0.767 234.83
 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division no.2
Dadeldhura

Rate Analysis
Name of the Project : Pokhari Irrigation system
Location: Debal dibyapur-1, Dadeldhura F.Y. 2072/073
Labour Construction Materials Tools& Plants Total of OH Cost Rate Incl
S.N. Description of works Unit mat. & OH Cost Remarks
Class No. Rate Amount Type Unit Qty. Rate Amount Rate Amount 15%
labours(Rs)
1 Dry foundation excavation in hard gravel mixed
soils (dia<10cm) for drain,pipeline etc.
incl.disposal upto10 m & 15 m lift. Ref-2.21 m3 Unskl 1.36 525.00 714.00 - - - - - 3% 21.42 735.42 110.31 845.73
2 Excavation for foundation,drain,pipeline etc in
boulder mixed soils, disposal upto 10m lead &
1.5m lift.Ref-2.14 m3 Unskl 1.59 525.00 834.75 - - - - - 3% 25.04 859.79 128.96 988.75
3 Excavation in fractured & soft rocks, disposal
(upto 10m lead 1.5m lift.).Ref-2.10 m3 Unskl 2.50 525.00 1312.50 - - - - - 3% 39.37 1351.87 202.78 1554.65
4 Excavation of hard rocks without blasting
without chiselling, disposal (Upto 10 m lead &
1.5 m lift). Ref- 2.6a m3 Unskl 5.00 525.00 2625.00 - - - - - 3% 78.75 2703.75 405.56 3109.31
5 Excavation of hard rocks without blasting with
chiselling, disposal (Upto 10 m lead & 1.5 m
lift). Ref- 2.6b m3 Unskl 24.20 525.00 12705.00 - - - - - 3% 381.15 13086.15 1962.92 15049.07
6 Excavation of soft clay & silty soils including
disposal (Upto 10m lead & 1.5m lift.). Ref-2.1
m3 Unskl 0.70 525.00 367.50 - - - - - 3% 11.02 378.52 56.77 435.29
7 Excavation of hard clay & soil mixed with soft
moorum stones(upto 30cm size) including
disposal (upto 10m lead,1.5m lift.).Ref-2.2
m3 Unskl 0.80 525.00 420.00 - - - - - 3% 12.60 432.60 64.89 497.49
8 Back filling of structures with excavated soils in
15 cm thick layers and hand compaction without
sprinkling water including initial lead of 10m.
Ref-2.25b
m3 Unskl 0.25 525.00 131.25 - - - - - 3% 3.93 135.18 20.27 155.45
9 Rubble masonry works incl. supply of hard stone
blocks,preraring cement mortar & connstruction
of walls upto 5 m high incl.haulage dist. upto10
m.
m3
Cement mortar 1:6 . Ref-6.1(c) skl 1.50 760.00 1140.00 Cement MT 0.106 19270.00 2042.62
unskl 5.00 525.00 2625.00 Sand m3 0.47 3218.25 1512.57
Boulder m 3
1.10 3207.75 3528.52
Total : 3765.00 Total : 7083.71 - - 10848.71 1627.30 12476.01

ESTIMATED BY CHECKED BY APPROVED BY

 Labour Construction Materials Tools& Plants Total of OH Cost Rate Incl
S.N. Description of works Unit mat. & OH Cost Remarks
Class No. Rate Amount Type Unit Qty. Rate Amount Rate Amount 15%
labours(Rs)
10 Concreting of foundations,vertical
faces,walls(cement concrete) including supply of
all materials and haulage distance upto30 m.
m3
7.2(d) P.C.C.1:2:4 skl 1.00 760.00 760.00 Cement MT 0.32 19270.00 6166.40
unskl 4.00 525.00 2100.00 Aggrts(20-40 m m3 0.85 3554.25 3021.11
Sand m3 0.445 3218.25 1432.12
total : 2860.00 total : 10619.63 - - 13479.63 2021.94 15501.57

7.2(c) P.C.C.1:3:6 skl 1.00 760.00 760.00 Cement MT 0.22 19270.00 4239.40
unskl 4.00 525.00 2100.00 Aggrts(10-40 m m3 0.89 3554.25 3163.28
Sand m3 0.47 3218.25 1512.57
Total: 2860.00 Total: 8915.25 - - 11775.25 1766.28 13541.53
11 12.5 mm thick cement sand plastering works in 100 skl 12.00 760.00 9120.00 Cement MT 0.538 19270.00 10367.26
1:4 ratio.ref 12.1(c) m2 unskl 16.00 525.00 8400.00 Sand m3 1.46 3218.25 4698.64
Total: 17520.00 Total: 15065.90 - - 32585.90
Rate/m2= 325.85 48.87 374.72
12 Dry stone masonry works upto 5 m height and m3 skl 1.00 760.00 760.00 Block stone m3 1.00 3207.75 3207.75
haulage upto 30 m. Ref 6-2(a)
unskl 2.00 525.00 1050.00 Bund stone m3 0.10 3207.75 320.77
Total: 1810.00 Total: 3528.52 - - 5338.52 800.77 6139.29
13 Cutting,bending,placing in position as shown in
the drawings and binding by binding wire of MT skl 12.00 760.00 9120.00 T.S. bars MT 1.05 90960.0 95508.00
reinforcement steel bars for R.C.C.works unskl 12.00 525.00 6300.00 Binding wires MT 0.01 124570.0 1245.70
including haulage distance of 30 m.Ref-7-5
Total: 15420.00 Total: 96753.70 - - 112173.70
Rate/kg= 112.17 16.82 128.99
14 Making wooden forms incl.supply and selection
of materials, fixing,nailing according to 10 m2 skl 1.44 760.00 1094.40 Timber m3 0.526 4537.50 2386.72
drawings, placingseparators, dismantling forms
unskl 2.10 525.00 1102.50 Nails kg 2.50 133.57 333.92
and hauling upto 30 m distance etc. all complete.
Ref 8.2(b)
Total: 2196.90 Total: 2720.64 - - 4917.54
Rate/m2= 491.75 73.76 565.51
15 Supply and weaving of rectangular gabion crate
boxes of 3mx1.5mx0.75m size including wire
cutting,knitting with two way knot and square 10 SWG
mesh of 150mmx150mm etc all complete works. no. skl 0.50 760.00 380.00 G.I.wire kg 20.00 118.57 2371.40
Mesh wire : 10 SWG. Ref 16-9(b), X-Area per unskl 0.20 525.00 105.00
crate 15.75 m2
Total: 485.00 Total: 2371.40 - - 2856.40
Rate/m2= 181.35 27.20 208.55
16 Supply and filling stone in gabion crate boxes
including laying crate boxes,tying and tightening
after filling Ref 16-11. m3 unskl 0.50 525.00 262.50 Stone m3 1.00 3207.75 3207.75
Total: 262.50 Total: 3207.75 - - 3470.25 520.53 3990.78

ESTIMATED BY CHECKED BY APPROVED BY

 Labour Construction Materials Tools& Plants Total of OH Cost Rate Incl
S.N. Description of works Unit mat. & OH Cost Remarks
Class No. Rate Amount Type Unit Qty. Rate Amount Rate Amount 15%
labours(Rs)
17 Gabion construction works including placing in
posision,tying gabion by tightening wire closing
from the top etc all complete works. Ref-16-7d 12 SWG
(For box size 3m*1m*0.5m) 10 unskl 0.30 525.00 157.50 G.I.wire kg 0.95 118.57 112.64
m2 Total: 157.50 Total: 112.64 - - 270.14
Rate/m2= 27.01 4.05 31.06
18 Supply and filling by stones in the foundation
and levelling including haulage distance upto 30 m 3

m. Ref 6-5..
unskl 1.50 525.00 787.50 Stone m3 1.20 3207.75 3849.30
Total: 787.50 Total: 3849.30 - - 4636.80 695.52 5332.32
19 Supply and laying of 32 mm dia 6 kgF HDPE
including haulage distance upto 30 m. Ref 17-2 1000
Rm Plumber 1.00 735.00 735.00 Pipe Rm 1000.00 66.35 66350.00
Helper 1.00 525.00 525.00 Petrol Ltr 0.25 99.00 24.75
unskl 3.00 525.00 1575.00 Rent of tools L.S. 30.00 1.00 30.00
Miscalleneous 2.51 2835.00 7115.85
Total: 2835.00 Total: 73520.60 - - 76355.60
Rate/Rm= 76.35 11.45 87.80
Supply and laying of 40 mm dia 4 kgF HDPE
including haulage distance upto 30 m. Ref 17-2
20 1000
Rm Plumber 1.50 735.00 1102.5 Pipe Rm 1000 73.10 73100.00
Helper 1.50 525.00 787.5 Petrol Ltr 0.37 99.00 36.63
unskl 3.00 525.00 1575 Rent of tools L.S. 30.00 1.00 30.00
Miscalleneous 2.51 3465 8697.15
total 3465.00 total 81863.78 - - 85328.78
Rate/Rm= 85.33 12.80 98.13
Supply and laying of 50 mm dia 6 kgF HDPE
including haulage distance upto 30 m. Ref 17-2
21 1000
Rm Plumber 1.50 735.00 1102.50 Pipe Rm 1000 151.67 151670.00
Helper 1.50 525.00 787.50 Petrol Ltr 0.37 99.00 36.63
unskl 3.00 525.00 1575.00 Rent of tools L.S. 30.00 1.00 30.00
Miscalleneous 2.51 3465.00 8697.15
total 3465.00 total 160433.78 - - 163898.78
Rate/Rm= 163.90 21.31 185.21
Supply and laying of 63 mm dia 6 kgF HDPE
including haulage distance upto 30 m. Ref 17-2
22 50
Rm Plumber 1.00 735.00 735.00 Pipe Rm 50 234.83 11741.50
Helper 1.00 525.00 525.00 Petrol Ltr 0.05 99.00 4.95
unskl 2.00 525.00 1050.00 Rent of tools L.S. 30.00 1.00 30.00
Miscalleneous 2.51 2310.00 5798.10
total 2310.00 total 17574.55 - - 19884.55
Rate/Rm= 397.69 51.70 449.39

ESTIMATED BY CHECKED BY APPROVED BY

 Labour Construction Materials Tools& Plants Total of OH Cost Rate Incl
S.N. Description of works Unit mat. & OH Cost Remarks
Class No. Rate Amount Type Unit Qty. Rate Amount Rate Amount 15%
labours(Rs)
22 Supply and laying of 25 mm dia 10 kgF HDPE
including haulage distance upto 30 m. Ref 17-2
1000
Rm Plumber 1.00 735.00 735.00 Pipe Rm 1000.00 59.87 59870.00
Helper 1.00 525.00 525.00 Petrol Ltr 0.25 110.00 27.50
unskl 2.00 525.00 1050.00 Rent of tools L.S. 30.00 1.00 30.00
Miscalleneous 2.51 2310.00 5798.10
Total: 2310.00 Total: 65725.60 - - 68035.60
Rate/Rm= 68.04 10.20 78.24

20 Landslide prevention boulder mixed soil. Ref 2-

45b m3 unskl 0.53 525.00 278.25 Tools 3% of labour cost 8.35
Total: 278.25 Total: 8.35 - - 286.60 42.98 329.58

ESTIMATED BY CHECKED BY APPROVED BY

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
F.W.Regional Irrigation Directorate
F.W. Irrigation Development Sub-Division No.-2
Dadeldhura

Summary of Item Rates at Site

F.Y. 2072/073
Name of the Project:- Pokhari Irrigation system
Location :- Debal dibyapur-1, Dadeldhura
Rate (Rs.)
SN Item Unit
With Without
Overhead Overhead
1 Earthwork in Excavation for track cutting in ordinary soil m³ 435.29 378.52
2 Earthwork in Excavation for track cutting in BMS m³ 497.49 432.60
3 Earthwork in Excavation foundation/drain cutting in G.M. soil m³ 845.73 735.42
4 Earthwork in Excavation foundation/drain cutting in B.M. soil m³ 988.75 859.79
5 Earthwork for back filling m³ 155.45 135.18
6 Soft rock cutting m³ 1554.65 1351.87
7 Hard rock cutting without chiselling m³ 3109.31 2703.75
8 Hard rock cutting with chiselling m³ 15049.07 13086.15
9 Stone soling work. m³ 3990.78 3470.25
10 P.C.C. (1:3:6)work
m³ 13541.53 11775.25
11 P.C.C. (1:2:4)work m³ 15501.57 13479.63
12 Supplying,Bending, Binding and Placing of Reinforcement
steel. Kg 128.99 112.17
13 Form work m² 565.51 491.75
14 R.R.Masonary (1:6) work. m³ 12476.01 10848.71
15 Dry stone masonry m³ 6139.29 5338.52
16 12.50mm thick cement plaster (1:4) work. m² 374.72 325.85
17 Supply and weaving of rectangular gabion crate boxes of
3mx1.5mx0.75m size including wire cutting,knitting with two
way knot and square mesh of 150mmx150mm etc all complete
works. Mesh wire : 10 SWG. m² 208.55 181.35
18 Supply of boulder and filling into gabion box . m³ 3990.78 3470.25
19 Gabion construction works including placing in posision,tying
gabion by tightening wire closing from the top etc all complete
works. m² 31.06 27.01
20 Landslide prevension m³ 329.58 286.60
21 25 mm dia. HDPE pipe 10 kg/cm² Rm 78.24 68.04
22 32 mm dia. HDPE pipe 6 kg/cm² Rm 87.80 76.35
on No.-2

F.Y. 2072/073

Remarks
 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2, Dadeldhura
Quantity Estimate and Abstract of Cost
###
Name of work:- Construction of aqueduct at CH. 0+400 & 0+500 Number of Aqueduct = 2 Nos.
Span of Aqueduct = 10.0 m Designed Canal Breadth = 0.40 Height = 0.40 m
Height of side beam (Overall)= 0.72 Deck slab thickness= 0.12
Width of side beam= 0.25 Deck slab width= 0.40

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

1 E/W excavation in B.M.soil

abutment walls 2 1.30 2.00 0.94 4.89
wing walls 4 2.00 1.70 0.93 12.65
Total 17.54 m3
Total Quantity for = 2 Nos. Aqueduct 35.07 m3 988.75 34677.44
2 E/W for back filling to the structures at @ 70% of
excavated Quantity 12.28 m3
Total Quantity for = 2 Nos. Aqueduct 24.55 m3 155.45 3816.36
3 P.C.C. (1:3:6) for
bed of abutment walls 2 1.30 1.8 0.2 0.70
bed of wing walls 4 2.00 1.7 0.2 2.04
Total 2.74 m3
Total Quantity for = 2 Nos. Aqueduct 5.48 m3 13541.53 74261.75
4 P.C.C. (1:2:4) work.
for caping of abutment walls 2 1.00 0.60 0.30 0.36
for caping of wing walls 4 2.00 0.60 0.05 0.24
Deck slab 1 11.20 0.40 0.12 0.54
Side beam 2 11.20 0.25 0.72 4.03
bed of approach canal 2 2.00 0.60 0.10 0.24
wall of approach canal 4 2.00 0.10 0.40 0.32
Estimated by: Checked by: Recommended by: Approved by:
S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

Total 5.73 m3
Total Quantity for = 2 Nos. Aqueduct 11.46 m3 15501.57 177635.59

Estimated by: Checked by: Recommended by: Approved by:

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

5 Reinforcement steel bars

For beam
bottom bar - 20mm ø bar 10 11.47 2.466 Kg/m 282.85
top bar - 16mm ø bar 4 11.41 1.578 71.99
side bars 8m.m.ø bars 12 11.28 0.39 52.78
8 m.m.ø strriups bars @ 15cm c/c 152 1.84 0.39 109.34
For deck slab
10m.m.ø bars @ 11 cm c/c 104 0.87 0.62 55.59
8m.m.ø dist bars (4 nos) 4 11.28 0.39 17.59
For approach canal
10m.m.ø main bars @ 15 cm c/c 29 1.35 0.62 23.99
8m.m.ø dist bars @ 15cm c/c 20 1.95 0.39 15.21
Total 629.35 kg
Total Quantity for = 2 Nos. Aqueduct 1258.71 kg 128.99 162360.37
6 Form work for
capping for abutment wall 2 3.20 0.30 1.92
deck slab 1 10.00 0.90 9.00
beam outerside 2 11.20 0.72 16.13
beam Innerside 2 11.20 0.60 13.44
bed of approach canal 4 2.00 0.10 0.80
side wall of approach canal 8 2.00 0.40 6.40
bed of abutment walls 4 1.30 0.15 0.78
bed of wing walls 4 1.80 0.15 1.08
bed of wing walls 4 1.70 0.15 1.02
4 2.00 0.15 1.20
Capping of wing wall 8 2.00 0.05 0.80
Total 52.57 m2
Total Quantity for = 2 Nos. Aqueduct 105.14 m2 565.51 59455.46

Estimated by: Checked by: Recommended by: Approved by:

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

7 R.R.Stone masonary (1:4) C.M. work for

abutment walls 2 1.30 (0.6+1.8)/2 2.55 7.95
wing walls 2*2 2.00 (0.6+1.7)/2 2.80 25.76
Total 33.71 m3
Total Quantity for = 2 Nos. Aqueduct 67.42 m3 12476.01 841132.59
8 12.5 mm thick (1:4) cement sand plaster work.
bed of deck slab 1 10.00 0.90 9.00
outer side of beam 2 11.20 0.72 16.13
top of beam 2 11.20 0.25 5.60
Total 30.73 m2
Total Quantity for = 2 Nos. Aqueduct 61.46 m2 374.72 23028.79
Total Amount (NRs.) 1376368.36

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2, Dadeldhura
Quantity Estimate and Abstract of Cost
###
Name of work:- Construction of aqueduct at CH. 0+800, 0+1100 & 1+550 Number of Aqueduct = 3 Nos.
Span of Aqueduct = 5.0 m Designed Canal Breadth = 0.40 Height = 0.40 m
Height of side beam (Overall)= 0.62 Deck slab thickness= 0.12
Width of side beam= 0.25 Deck slab width= 0.40

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

1 E/W excavation in B.M.soil

abutment walls 2 1.30 2.00 0.94 4.89
wing walls 4 2.00 1.70 0.93 12.65
Total 17.54 m3
Total Quantity for = 3 Nos. Aqueduct 52.61 m3 988.75 52016.16
2 E/W for back filling to the structures at @ 70% of
excavated Quantity 12.28 m3
Total Quantity for = 3 Nos. Aqueduct 36.83 m3 155.45 5724.54
3 P.C.C. (1:3:6) for
bed of abutment walls 2 1.30 1.8 0.2 0.70
bed of wing walls 4 2.00 1.7 0.2 2.04
Total 2.74 m3
Total Quantity for = 3 Nos. Aqueduct 8.23 m3 13541.53 111392.63
4 P.C.C. (1:2:4) work.
for caping of abutment walls 2 1.00 0.60 0.30 0.36
for caping of wing walls 4 2.00 0.60 0.05 0.24
Deck slab 1 6.20 0.40 0.12 0.30
Side beam 2 6.20 0.25 0.62 1.92
bed of approach canal 2 2.00 0.60 0.10 0.24
wall of approach canal 4 2.00 0.10 0.40 0.32
Estimated by: Checked by: Recommended by: Approved by:
S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

Total 3.38 m3
Total Quantity for = 3 Nos. Aqueduct 10.14 m3 15501.57 157167.32

Estimated by: Checked by: Recommended by: Approved by:

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

5 Reinforcement steel bars

For beam
bottom bar - 20mm ø bar 10 6.47 2.466 Kg/m 159.55
top bar - 16mm ø bar 4 6.41 1.578 40.43
side bars 8m.m.ø bars 12 6.28 0.39 29.38
8 m.m.ø strriups bars @ 15cm c/c 86 1.64 0.39 54.82
For deck slab
10m.m.ø bars @ 11 cm c/c 58 0.87 0.62 31.18
8m.m.ø dist bars (4 nos) 4 6.28 0.39 9.79
For approach canal
10m.m.ø main bars @ 15 cm c/c 29 1.35 0.62 23.99
8m.m.ø dist bars @ 15cm c/c 20 1.95 0.39 15.21
Total 364.36 kg
Total Quantity for = 3 Nos. Aqueduct 1093.09 kg 128.99 140997.16
6 Form work for
capping for abutment wall 2 3.20 0.30 1.92
deck slab 1 5.00 0.90 4.50
beam outerside 2 6.20 0.62 7.69
beam Innerside 2 6.20 0.50 6.20
bed of approach canal 4 2.00 0.10 0.80
side wall of approach canal 8 2.00 0.40 6.40
bed of abutment walls 4 1.30 0.15 0.78
bed of wing walls 4 1.80 0.15 1.08
bed of wing walls 4 1.70 0.15 1.02
4 2.00 0.15 1.20
Capping of wing wall 8 2.00 0.05 0.80
Total 32.39 m2
Total Quantity for = 3 Nos. Aqueduct 97.16 m2 565.51 54947.21

Estimated by: Checked by: Recommended by: Approved by:

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

7 R.R.Stone masonary (1:4) C.M. work for

abutment walls 2 1.30 (0.6+1.8)/2 2.55 7.95
wing walls 2*2 2.00 (0.6+1.7)/2 2.80 25.76
Total 33.71 m3
Total Quantity for = 3 Nos. Aqueduct 101.13 m3 12476.01 1261698.89
8 12.5 mm thick (1:4) cement sand plaster work.
bed of deck slab 1 5.00 0.90 4.50
outer side of beam 2 6.20 0.62 7.69
top of beam 2 6.20 0.25 3.10
Total 15.29 m2
Total Quantity for = 3 Nos. Aqueduct 45.86 m2 374.72 17186.16
Total Amount (NRs.) 1801130.06

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2, Dadeldhura
Quantity Estimate and Abstract of Cost
###
Name of work:- Construction of aqueduct at CH. 1+000 Number of Aqueduct = 1 Nos.
Span of Aqueduct = 3.0 m Designed Canal Breadth = 0.40 Height = 0.40 m
Height of side beam (Overall)= 0.62 Deck slab thickness= 0.12
Width of side beam= 0.25 Deck slab width= 0.40

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

1 E/W excavation in B.M.soil

abutment walls 2 1.30 2.00 0.94 4.89
wing walls 4 2.00 1.70 0.93 12.65
Total 17.54 m3
Total Quantity for = 1 Nos. Aqueduct 17.54 m3 988.75 17338.72
2 E/W for back filling to the structures at @ 70% of
excavated Quantity 12.28 m3
Total Quantity for = 1 Nos. Aqueduct 12.28 m3 155.45 1908.18
3 P.C.C. (1:3:6) for
bed of abutment walls 2 1.30 1.8 0.2 0.70
bed of wing walls 4 2.00 1.7 0.2 2.04
Total 2.74 m3
Total Quantity for = 1 Nos. Aqueduct 2.74 m3 13541.53 37130.88
4 P.C.C. (1:2:4) work.
for caping of abutment walls 2 1.00 0.60 0.30 0.36
for caping of wing walls 4 2.00 0.60 0.05 0.24
Deck slab 1 4.20 0.40 0.12 0.20
Side beam 2 4.20 0.25 0.62 1.30
bed of approach canal 2 2.00 0.60 0.10 0.24
wall of approach canal 4 2.00 0.10 0.40 0.32
Estimated by: Checked by: Recommended by: Approved by:
S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

Total 2.66 m3
Total Quantity for = 1 Nos. Aqueduct 2.66 m3 15501.57 41289.98

Estimated by: Checked by: Recommended by: Approved by:

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

5 Reinforcement steel bars

For beam
bottom bar - 20mm ø bar 10 4.47 2.466 Kg/m 110.23
top bar - 16mm ø bar 4 4.41 1.578 27.81
side bars 8m.m.ø bars 12 4.28 0.39 20.02
8 m.m.ø strriups bars @ 15cm c/c 59 1.64 0.39 37.76
For deck slab
10m.m.ø bars @ 11 cm c/c 40 0.87 0.62 21.42
8m.m.ø dist bars (4 nos) 4 4.28 0.39 6.67
For approach canal
10m.m.ø main bars @ 15 cm c/c 29 1.35 0.62 23.99
8m.m.ø dist bars @ 15cm c/c 20 1.95 0.39 15.21
Total 263.12 kg
Total Quantity for = 1 Nos. Aqueduct 263.12 kg 128.99 33939.82
6 Form work for
capping for abutment wall 2 3.20 0.30 1.92
deck slab 1 3.00 0.90 2.70
beam outerside 2 4.20 0.62 5.21
beam Innerside 2 4.20 0.50 4.20
bed of approach canal 4 2.00 0.10 0.80
side wall of approach canal 8 2.00 0.40 6.40
bed of abutment walls 4 1.30 0.15 0.78
bed of wing walls 4 1.80 0.15 1.08
bed of wing walls 4 1.70 0.15 1.02
4 2.00 0.15 1.20
Capping of wing wall 8 2.00 0.05 0.80
Total 26.11 m2
Total Quantity for = 1 Nos. Aqueduct 26.11 m2 565.51 14764.34

Estimated by: Checked by: Recommended by: Approved by:

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks

7 R.R.Stone masonary (1:4) C.M. work for

abutment walls 2 1.30 (0.6+1.8)/2 2.55 7.95
wing walls 2*2 2.00 (0.6+1.7)/2 2.80 25.76
Total 33.71 m3
Total Quantity for = 1 Nos. Aqueduct 33.71 m3 12476.01 420566.30
8 12.5 mm thick (1:4) cement sand plaster work.
bed of deck slab 1 3.00 0.90 2.70
outer side of beam 2 4.20 0.62 5.21
top of beam 2 4.20 0.25 2.10
Total 10.01 m2
Total Quantity for = 1 Nos. Aqueduct 10.01 m2 374.72 3750.20
Total Amount (NRs.) 570688.41

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Quantity Estimate & Abstract of Cost
###
Name of work:- Construction of Super passage at CH. 1+750
Superpassage Span = 10.0 m
Total No. of Supper Passage = 1.0 Nos. Canal Breadth= 0.40 m Height = 0.40
S.No
Description of work No. Length Breadth Height Qty. Unit Rate (NRs.) Amount (NRs.)
.
1 E/W excavation in BMS
u/s cutoff 1 11.40 0.30 40.00 136.80
d/s cutoff 1 12.50 0.30 0.75 2.81
u/s of stream 1 1.00 10.00 0.25 2.50
u/s of stream 1 1.00 10.70 0.25 2.68
d/s of stream 1 1.00 10.00 0.25 2.50
d/s of stream 1 2.00 11.25 0.25 5.63
Bed of Superpassage 1 20.00 0.70 1.00 14.00
foundation of crate 1 14.00 3.00 0.30 12.60
Total:- 179.51
For 1.0 Nos. 179.51 m³ 988.75 177492.98
2 Stone Soling Work
u/s of stream 1 1.00 10.00 0.15 1.50
u/s of stream 1 1.00 10.70 0.15 1.61
d/s of stream 1 1.00 10.00 0.15 1.50
d/s of stream 1 2.00 11.25 0.15 3.38
Bed of canal & super passage 1 20.00 0.70 0.15 2.10
Total:- 10.08

Estimated : Checked: Recommended by Approved :

 S.No
Description of work No. Length Breadth Height Qty. Unit Rate (NRs.) Amount (NRs.)
.
For 1.0 Nos. 10.08 m³ 3990.78 40227.06

Estimated : Checked: Recommended by Approved :

 S.No
Description of work No. Length Breadth Height Qty. Unit Rate (NRs.) Amount (NRs.)
.
3 PCC 1:2:4 Work
u/s of stream 1 1.00 10.00 0.15 1.50
u/s of stream 1 1.00 10.70 0.15 1.61
d/s of stream 1 1.00 10.00 0.15 1.50
d/s of stream 1 2.00 11.25 0.15 3.38
canal bed 1 20.00 0.70 0.10 1.40
slab 1 10.00 0.70 0.15 1.05
capping of parapet wall 2 8.60 0.40 0.05 0.34
u/s cutoff 1 11.40 0.15 0.50 0.86
d/s cutoff 1 12.50 0.15 0.75 1.41
Side wall of super passage 2 10.00 0.15 0.40 1.20
bed of approach canal 2 5.00 0.60 0.10 0.60
wall of approach canal 4 5.00 0.10 0.40 0.80
Total:- 15.64
For 1.0 Nos. 15.64 m³ 15501.57 242370.92
4 Stone Masonry in 1:4 c/s Mortar
Parapet wall ( Avg. Height = 0.60 m) 2 8.60 0.40 0.60 4.13
Total:- 4.13
For 1.0 Nos. 4.13 m³ 12476.01 51500.97
5 Form Work
cover of slab 1 10.00 0.40 4.00
side wall of S.P. & approach canal 4 20.00 0.45 36.00
u/s cutoff 1 11.40 1.05 11.97
d/s cutoff 1 12.50 1.85 23.13
side of slab & stream base 2 8.60 0.30 5.16
capping part 4 9.00 0.05 1.80
Total:- 82.06
For 1.0 Nos. 82.06 m² 565.51 46402.92

Estimated : Checked: Recommended by Approved :

 S.No
Description of work No. Length Breadth Height Qty. Unit Rate (NRs.) Amount (NRs.)
.
6 Reinforcement Steel Bars
For Canal
12m.m.ø main bars @ 15cm c/c 134 1.35 0.89 kg/m 161.40
10m.m.ø dist bars @ 15 mm c/c 10 20.00 0.62 kg/m 124.00
For covering slab kg/m 0.00
12 mm.ø main bars @ 15 c/c 68 0.55 0.89 kg/m 33.12
10 mm.ø dist bars @ 15 cm c/c 5 10.00 0.62 kg/m 31.00
349.52
For 1.0 Nos. 349.52 kg 128.99 45085.14
7 Supplying and weaving of 10SWG
medium coated G.I. wire mesh size (15cm
x 15cm) with double knotted and box of 6 nos. x 15.75 m² per box 94.5
different size etc all complete.
For 1.0 Nos. 94.50 m² 208.55 19707.98
8 Stone Filling in Gabion boxes 1 14.0 3 0.75 31.50
For 1.0 Nos. 31.50 m³ 3990.78 125709.57
Total Amount (NRs.)= 748497.55

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
stern Regional Irrigation Directorate
ation Development Sub-Division No.-2
Dadeldhura
tity Estimate & Abstract of Cost

m
Remarks

Estimated : Checked: Recommended by Approved :

 Remarks

Estimated : Checked: Recommended by Approved :

 Remarks

Estimated : Checked: Recommended by Approved :

 Remarks

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Quantity Estimate
Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.
Name of work:- Construction of R.C.C. Coverd canal from CH.0+000 to 0+080

S.N. Description of Work No. Length Breadth Height Quantity Remarks

1 E/W in excavation in G.B.M.soil for foundation work

from CH. 0+000 to 0+080 1 150.00 3.00 0.30 135.00 m3

2 E/W in excavation in hard rock with chieagling in main

canal
in different chanage in sloping portion. L area(A) mean area -

CH. 0+000 to 0+000 - 0.00 0.15 - -

CH. 0+000 to 0+010 1 10.00 0.40 0.28 2.75

CH. 0+010 to 0+020 1 10.00 0.30 0.35 3.50

CH. 0+020 to 0+030 1 10.00 0.20 0.25 2.50

CH. 0+030 to 0+040 1 10.00 0.50 0.35 3.50

CH. 0+040 to 0+050 1 10.00 0.40 0.45 4.50

CH. 0+050 to 0+065 1 15.00 0.60 0.50 7.50

Total 24.25 m3

3 P.C.C.(1:2:4) work.

bed of canal from CH. 0+000 to 0+080 1 150.00 0.70 0.10 10.50

Side wall of canal from CH. 0+000 to 0+080 2 150.00 0.10 0.60 18.00

Coverd slab 1 150.00 0.70 0.10 10.50

Total 39.00 m3

4 Reinforcement steel bars

for coverd canal

12m.m.ø main bars @ 15cm c/c=80/.15 1001 1.80 0.89 kg/m 1603.60

10m.m.ø dist bars @ 15cm c/c=2.05/.15 10 150.00 0.62 kg/m 930.00

for covering slab

10m.m.ø main bars @ 15cm c/c=80/.15 1001 0.55 0.62 kg/m 341.34

8m.m.ø dist bars @ 15cm c/c=80/.15 5 150.00 0.39 kg/m 292.50

Total 3167.44 kg
Estimated by: Checked by: Recommended by: Approved by:
5 Form work

bed of canal from ch. 0+000 to 0+080 2 150.00 0.10 30.00

side wall ,, ,, 4 150.00 0.60 360.00

Inner side of covering slab ,, ,, 1 150.00 0.40 - 60.00

outer side of covering slab 2 150.00 0.10 30.00

Total 480.00 m2

6 Back filling in the portion of canal lining 1 150.00 0.20 0.60 18.00 m3

7 Supply & weaving of 10 gauge medium coated

G.I.wire of different size having rectangular mash size
(15cm*15cm) double knotted all complete.

3 x 1.50 x 0.45 Box Size 62 13.05 Sqm. per box 809.10

3 x 1.50 x 0.75 Box Size 62 15.75 Sqm. per box 976.50

1785.60

8 Supply of boulder & filling in gabion box.

Lunching portion of side protection 1 93.00 3.00 0.45 125.55

1st & 2nd step of side protection 2 93.00 1.50 0.75 209.25

Total 334.80 m3

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Abstract of Cost

Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.

Name of work:- Construction of R.C.C. Coverd canal from CH.0+000 to 0+080

Rate
S.N. Details of Work Quantity Unit Amount (NRs.) Remarks
(NRs.)
1 E/W excavation in G.B.M. soil 135.00 m3 845.73 114173.55
2 E/W excavation in hard rock with chiegling 24.25 m3 15049.07 364939.95
3 E/W for back filling 18.00 m3 155.45 2798.10
4 P.C.C. (1:2:4) work. 39.00 m3 15501.57 604561.23
5 Reinforcement steel bars. 3167.44 kg 128.99 408568.47
6 Form work. 480.00 m2 565.51 271444.80
7 Supply & weaving of 10 gauge medium coated G.I.wire
of different size having rectangular mash size 1785.600 m2 208.55 372386.88
(15cm*15cm) double knotted all complete.
8 Supply of boulder & filling in gabion box 334.80 m3 3990.78 1336113.14

Total Rs. 3474986.12

Estimated by: Checked by: Recommended by: Approved by

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Quantity Estimate
###
Name of work:- Construction of Side escape at CH. 0+100

S.N. Description of Work No. Length Breadth Height Quantity Unit Rate (NRs.) Amount (NRs.) Remarks
1 E/W in excavation in G.M. soil

For canal portion 1 4.00 2.30 0.90 8.28

U/S & D/S cutoff of canal 2 2.30 0.50 0.35 0.81
For escape portion 1 2.70 2.30 0.65 4.04
Cutoff of escape 1 2.30 0.50 0.85 0.98
For crating work 1 3.00 0.60 0.60 1.08
Total 15.18 m3 845.73 12837.34
2 E/W for back filling to the structures @ 70%
of the escape side & covering 15.16*070- 10.61 m3 155.45 1649.32

3 P.C.C. (1:2:4) work.

bed of canal portiong 1 4.00 2.30 0.15 1.38
U/S & D/S cutoff of canal 2 2.30 0.15 0.35 0.24
1 0.30 2.30 0.15 0.10
1 2.40 1.10 0.15 0.40
1 1.20 1.10 0.15 0.20
D/S cutoff 1 2.30 0.15 0.85 0.29
For caping of walls 1 16.20 0.30 0.05 0.24
for operating slab 2 1.10 0.50 0.10 0.11
Total 2.97 m3 15501.57 45966.03
4 Rainforcement steel bar for operating slab

Estimated by: Checked by: Recommended by: Approved by:

 10m.m.ø main bars @ 15cm c/c=0.5/.15 4 1.05 0.62 kg/m 2.82
8m.m.ø dist bars @ 15cm c/c=1.1/.15 8 0.45 0.39 kg/m 1.46
Total 4.28 kg 128.99 552.53
5 R.R.stone masonary (1:4) C.M.
Side wall of canal 1 3.40 (0.3+0.9)/2 1.45 2.95
1 2.90 (0.3+0.9)/2 1.45 2.52
Return walls 4 0.90 (0.3+0.9)/2 1.45 3.13
Side wall of escape 1*2 0.90 (0.3+0.9)/2 1.45 1.56
1*2 2.10 (0.3+0.6)/2 0.80 1.51
Return walls 2 0.90 (0.3+0.6)/2 0.60 0.49
Total 12.16 m3 12476.01 151708.28

Estimated by: Checked by: Recommended by: Approved by:

6 Form work.
Outer side of floor of canal 1 10.10 - 0.15 1.52
For cutoff of canal 2*2 2.30 - 0.35 3.22
Outer side of floor of escape 2 7.10 - 0.15 2.13
For cutoff 1 2.30 - 0.85 1.96
For operating slab 2 0.50 0.50 - 0.50
For caping 2 16.20 - 0.05 1.62
Total 10.94 m2 565.51 6186.68
7 12.5mm thick (1:4) Cement sand plaster work.
Inner side of wall of canal 2 4.00 - 1.50 12.00
Outer side of return wall 4 0.90 - 1.50 5.40
Inner side of wall of escape 2 3.60 - (1.5+0.6)/2 7.56
Outer side of return wall 2 0.90 - 0.60 1.08
Total 26.04 m2 374.72 9757.71
8 Supply & weaving of 10 gauge medium coated
G.I.wire of different size having rectangular mash
size (15cm*15cm) double knotted all complete.
1 7.92 m2 208.55 1651.72
9 Supply of boulder & filling in gabion box 1 3.00 0.60 0.60 1.08 3990.78 4310.04

Supply, fitting, & fixing of steel gate (size

10 m*0.60m) 2 2.00 no 20000.00 40000.00

Total= 274619.65

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Abstract of Cost

###
Name of work:- Construction of Side escape at CH. 0+100

Rate
S.N. Details of Work Quantity Unit Amount (NRs.) Remarks
(NRs.)
1 E/W in excavation in G.B.M. soil for foundation. 15.18 m3 845.73 12837.34
2 E/W for back filling 10.61 m3 155.45 1649.32
3 P.C.C. (1:2:4) work. 2.97 m3 15501.57 45966.03
4 Reinforcement steel bars. 4.28 kg 128.99 552.53
5 R.R. stone masonary (1:4)C.M. work. 12.16 m3 12476.01 151708.28

6 Form work. 10.94 m2 565.51 6186.68

7 12.5mm thick (1:4) cement sand plaster work. 26.04 m2 374.72 9757.71
8 Supply & weaving of 10 gauge medium coated G.I.wire
of different size having rectangular mash size
(15cm*15cm) double knotted all complete. 7.92 m2 208.55 1651.72
9 Supply of boulder & filling in gabion box 1.08 m 3
3990.78 4310.04

10 Supply, fitting & fixing of steel gate 2.00 no. 20000 40000.00

Total Rs. 274619.65

Estimated by Checked by Approved by

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Quantity Estimate
Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.-2
Name of work:- Construction of aqueduct 6m span at CH. 0+360

S.N. Description of Work No. Length Breadth Height Quantity Remarks

1 E/W excavation in G.B.M.soil

abutment walls 2 1.30 2.00 2.70 14.04
wing walls 2*2 2.00 1.70 2.70 36.72
Total 50.76 m3
2 E/W for back filling to the structures at @ 70% of excavated
Quantity - 50.76*0.70 - - 35.53 m3
3 P.C.C. (1:3:6) for
bed of abutment walls 2 1.30 1.8 0.2 0.70
bed of wing walls 2*2 2.00 1.7 0.2 2.04
Total 2.74 m3
4 P.C.C. (1:2:4) work.
for caping of abutment walls 2 1.00 0.60 0.30 0.36
for caping of wing walls 2*2 2.00 0.60 0.05 0.24
Deck slab 1 7.20 1.00 0.15 1.08
Side beam 2 7.20 0.25 0.60 2.16
bed of approach canal 2 2.00 0.70 0.10 0.28
wall of approach canal 2*2 2.00 0.10 0.60 0.48
Total 4.60 m3
5 Reinforcement steel bars
For beam
bottom portion - 16mm ø bar 2*4 7.2*1.58 91.00
bottom portion - 12mm ø bar 2*2 7.2*0.89 25.63
Top portion - 12mm ø bar 2*2 7.2*0.89 25.63
12m.m.ø bars @ 15cm c/c=0.60/.15 2*4 7.2*0.89 51.26
10m.m.ø strriups bars @ 15cm c/c=7.20/.15 2*48 2.0*0.62 119.04
For deck slab
12m.m.ø bars @ 15 cm c/c=7.2/.15 2*48 0.95*089 81.16
10m.m.ø dist bars @ 15cm c/c=1.0/.15 2*7 7.2*0.62 62.49
For approach canal
10m.m.ø main bars @ 15 cm c/c=2.0/.15 2*13 1.95 0.62 31.43
8m.m.ø dist bars @ 15cm c/c=1.95/.15 2*13 1.95 0.39 19.77
Total 507.41 kg

Estimated by: Checked by: Recommended by: Approved by:

 7 Form work for
capping for abutment wall 2 3.20 0.30 1.92
deck slab 1 6.00 1.00 6.00
inverted beam outerside 2 7.20 0.75 10.80
inverted beam Innerside 2 7.20 0.60 8.64
bed of approach canal 2*2 2.00 0.10 0.80
side wall of approach canal 2*4 2.00 0.60 9.60
bed of abutment walls 2*2 1.30 0.15 0.78
bed of wing walls 2*2 1.80 0.15 1.08
bed of wing walls 2*2 1.70 0.15 1.02
2*2 2.00 0.15 1.20
Capping of wing wall 2*4 2.00 0.05 0.80
Total 42.64 m2
8 R.R.Stone masonary (1:4) C.M. work for
abutment walls 2 1.30 (0.6+1.8)/2 2.55 7.95
wing walls 2*2 2.00 (0.6+1.7)/2 2.80 25.76
Total 33.71 m3
9 12.5 mm thick (1:4) cement sand plaster work.
bed of deck slab 1 7.20 1.00 7.20
inner side of beam 2 7.20 0.60 8.64
outer side of beam 2 7.20 0.75 10.80
top of beam 2 7.20 0.25 3.60
Bottom of beam 1 7.20 0.50 3.60
Total 33.84 m2

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Abstract of Cost

Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.-2

Name of work:- Construction of aqueduct 6m span at CH. 0+360

Rate
S.N. Details of Work Quantity Unit Amount (NRs.) Remarks
(NRs.)
1 E/W excavation in G.B.M.soil 50.76 m3 845.73 42929.25

2 E/W for back filling 35.53 m3 155.45 5523.14

3 P.C.C. (1:3:6) work 2.74 m3 13541.53 37130.88

4 P.C.C. (1:2:4) work. 4.60 m3 15501.57 71307.22

5 Reinforcement steel bars 507.41 kg 128.99 65450.82

6 Form work . 42.64 m2 565.51 24113.35

7 R.R.Stone masonary (1:4) C.M. work. 33.71 m3 12476.01 420566.30

8 12.5 mm thick (1:4) cement sand plaster work. 33.84 m2 374.72 12680.52

Total Rs. 679701.47

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate
###
Name of work:- Construction of Super passage 5m.span at CH. 1+600
No. of Supper Passage :- 1.0
S.No
Description of work No. Length Breadth Height Qty.
.

1 E/W excavation in GMS

u/s cutoff 1 5.40 0.30 0.60 0.97
d/s cutoff 1 9.00 0.30 0.85 2.30
u/s of stream 1 2.00 5.50 0.25 2.75
d/s of stream 1 3.00 7.30 0.25 5.48
foundation of crate 1 9.00 3.00 0.30 8.10
Total:- 19.59
For 1 Nos. 19.59
2 Stone Soling Work
u/s of stream 1 2.00 5.50 0.15 1.65
d/s of stream 1 3.00 7.30 0.15 3.29
Bed of canal & super passage 1 15.00 0.80 0.15 1.80
Total:- 6.74
For 1 Nos. 6.74
3 PCC 1:2:4 Work
u/s of stream 1 1.00 5.50 0.15 0.83
u/s of stream 1 1.00 5.00 0.15 0.75
d/s of stream 1 1.00 6.00 0.15 0.90
d/s of stream 1 2.00 7.50 0.15 2.25
canal bed 1 5.00 0.80 0.10 0.40
slab 1 5.00 0.80 0.15 0.60
capping of parapet wall 2 7.15 0.40 0.05 0.29
u/s cutoff 1 5.40 0.15 0.50 0.41
d/s cutoff 1 9.00 0.15 0.75 1.01
Side wall of super passage 2 5.00 0.15 0.60 0.90
bed of approach canal 2 5.00 0.70 0.10 0.70
wall of approach canal 4 5.00 0.10 0.60 1.20
Total:- 10.23
For 1 Nos. 10.23

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate
###
Name of work:- Construction of Super passage 5m.span at CH. 1+600
No. of Supper Passage :- 1.0
S.No
Description of work No. Length Breadth Height Qty.
.
4 Stone Masonry in 1:4 c/s Mortar
u/s parapet 2 1.85 0.40 0.50 0.74
d/s parapet 2 2.50 0.40 0.75 1.50
middle parapet 2 2.80 0.40 0.75 1.68
Total:- 3.92
For 1 Nos. 3.92
6 Form Work
cover of slab 1 5.00 0.50 2.50
side wall of S.P. & approach canal 2 15.00 0.55 16.50
side of slab & stream base 2 7.15 0.30 4.29
capping part 4 7.15 0.05 1.43
Total:- 24.72
For 1 Nos. 24.72
7 Reinforcement Steel Bars 0.91 x 1% x 7850 kg/m 47.10
For super passage
12m.m.ø main bars @ 15 c/c=5/.15 34 1.70 0.89 kg/m 51.95
10m.m.ø dist bars 10 5.00 0.62 kg/m 31.00
For covering slab kg/m 0.00
12m.m.ø main bars @ 15 c/c=6/.15 34 0.75 0.89 kg/m 22.92
10m.m.ø dist bars @ 15 cm c/c 6 5.00 0.62 kg/m 19.63
for approach canal kg/m 0.00
10m.m.ø main bars @ 15 c/c=10/.15 68 1.70 0.62 kg/m 71.32
8m.m.ø dist bars 10 10 0.39 kg/m 39.00
235.82
For 1 Nos. 235.82
8 Supplying and weaving of 10SWG
medium coated G.I. wire mesh size
6 nos. x 15.75 m² per box 94.5
( 15cm x 15cm) with double knotted and
box of different size etc all complete.
For 1 Nos. 94.50
9 Stone Filling in Gabion boxes 6 3 1.5 0.75 20.25
For 1 Nos. 20.25

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
estern Regional Irrigation Directorate
gation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate

Remarks

m³

m³

m³

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
estern Regional Irrigation Directorate
gation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate

Remarks

m³

m²

kg

m²

m³

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Absract Of Cost

###
Name of work:- Construction of Super passage 6m.span at CH. 1+600

S.N Description of work Unit Quantity Rate Per Amount Remarks

1 E/W excavation in GMS m³ 19.59 845.73 m³ 16569.54

2 Stone Soling Work m³ 6.74 3990.78 m³ 26877.90

3 PCC 1:2:4 Work m³ 10.23 15501.57 m³ 158557.81

4 Stone Masonry in 1:4 c/s Mortar m³ 3.92 12476.01 m³ 48905.96

5 Form Work m² 24.72 565.51 m² 13979.41

6 Reinforcement Steel Bars kg 235.82 128.99 kg 30418.14

7 Supplying & Weaving of gabion box of

different size having rectangular mesh m² 94.50 208.55 m² 19707.98
size of 15 cm x 15cm double knotted.

8 Stone Filling in Gabion boxes m³ 20.25 3990.78 m³ 80813.30

Total:- 395830.03

Estimated : Checked : Recommended by: Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate
###
Name of work:- Construction of Super passage 10m. span at CH. 2+150
No. of Supper Passage :- 1.0
S.No
Description of work No. Length Breadth Height Qty.
.

1 E/W excavation in GMS

u/s cutoff 1 5.40 0.30 0.60 0.97
d/s cutoff 1 9.00 0.30 0.85 2.30
u/s of stream 1 2.00 5.50 0.25 2.75
d/s of stream 1 3.00 7.30 0.25 5.48
foundation of crate 1 9.00 3.00 0.30 8.10
Total:- 19.59
For 1 Nos. 19.59
2 Stone Soling Work
u/s of stream 1 2.00 5.50 0.15 1.65
d/s of stream 1 3.00 7.30 0.15 3.29
Bed of canal & super passage 1 20.00 0.80 0.15 2.40
Total:- 7.34
For 1 Nos. 7.34
3 PCC 1:2:4 Work
u/s of stream 1 1.00 5.50 0.15 0.83
u/s of stream 1 1.00 5.00 0.15 0.75
d/s of stream 1 1.00 6.00 0.15 0.90
d/s of stream 1 2.00 7.50 0.15 2.25
super passage bed 1 10.00 0.80 0.10 0.80
slab 1 10.00 0.80 0.15 1.20
capping of parapet wall 2 7.15 0.40 0.05 0.29
u/s cutoff 1 5.40 0.15 0.50 0.41
d/s cutoff 1 9.00 0.15 0.75 1.01
Side wall of super passage 2 10.00 0.15 0.60 1.80
bed of approach canal 2 5.00 0.70 0.10 0.70
wall of approach canal 4 5.00 0.10 0.60 1.20
Total:- 12.13
For 1 Nos. 12.13

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate
###
Name of work:- Construction of Super passage 10m. span at CH. 2+150
No. of Supper Passage :- 1.0
S.No
Description of work No. Length Breadth Height Qty.
.
4 Stone Masonry in 1:4 c/s Mortar
u/s parapet 2 1.85 0.40 0.50 0.74
d/s parapet 2 2.50 0.40 0.75 1.50
middle parapet 2 2.80 0.40 0.75 1.68
Total:- 3.92
For 1 Nos. 3.92
6 Form Work
cover of slab 1 10.00 0.50 5.00
side wall of S.P. & approach canal 2 20.00 0.55 22.00
side of slab & stream base 2 7.15 0.30 4.29
capping part 4 7.15 0.05 1.43
Total:- 32.72
For 1 Nos. 32.72
7 Reinforcement Steel Bars
For super passage
12m.m.ø main bars @ 15 c/c=10/.15 68 1.70 0.89 kg/m 102.38
10m.m.ø dist bars 10 5.00 0.62 kg/m 31.00
For covering slab kg/m 0.00
12m.m.ø main bars @ 15 c/c=10/.15 68 0.75 0.89 kg/m 45.17
10m.m.ø dist bars @ 15 cm c/c 6 10.00 0.62 kg/m 39.27
for approach canal kg/m 0.00
10m.m.ø main bars @ 15 c/c=10/.15 68 1.70 0.62 kg/m 71.32
8m.m.ø dist bars 10 10 0.39 kg/m 39.00
328.13
For 1 Nos. 328.13
8 Supplying and weaving of 10SWG
medium coated G.I. wire mesh size
10 nos. x 15.75 m² per box 157.5
( 15cm x 15cm) with double knotted and
box of different size etc all complete.
For 1 Nos. 157.50
9 Stone Filling in Gabion boxes 10 3 1.5 0.75 33.75
For 1 Nos. 33.75

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
estern Regional Irrigation Directorate
gation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate

Remarks

m³

m³

m³

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
estern Regional Irrigation Directorate
gation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate

Remarks

m³

m²

kg

m²

m³

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Absract Of Cost

###
Name of work:- Construction of Super passage 10m. span at CH. 2+150

S.N Description of work Unit Quantity Rate Per Amount Remarks

1 E/W excavation in GMS m³ 19.59 845.73 m³ 16569.54

2 Stone Soling Work m³ 7.34 3990.78 m³ 29272.37

3 PCC 1:2:4 Work m³ 12.13 15501.57 m³ 188010.79

4 Stone Masonry in 1:4 c/s Mortar m³ 3.92 12476.01 m³ 48905.96

5 Form Work m² 32.72 565.51 m² 18503.49

6 Reinforcement Steel Bars kg 328.13 128.99 kg 42326.07

7 Supplying & Weaving of gabion box of

different size having rectangular mesh m² 157.50 208.55 m² 32846.63
size of 15 cm x 15cm double knotted.

8 Stone Filling in Gabion boxes m³ 33.75 3990.78 m³ 134688.83

Total:- 511123.67

Estimated : Checked : Recommended by: Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate
###
Name of work:- Construction of Super passage 15m. span at CH. 0+450
No. of Supper Passage :- 1.0
S.No
Description of work No. Length Breadth Height Qty.
.

1 E/W excavation in GMS

u/s cutoff 1 5.40 0.30 0.60 0.97
d/s cutoff 1 9.00 0.30 0.85 2.30
u/s of stream 1 2.00 5.50 0.25 2.75
d/s of stream 1 3.00 7.30 0.25 5.48
foundation of crate 1 9.00 3.00 0.30 8.10
Total:- 19.59
For 1 Nos. 19.59
2 Stone Soling Work
u/s of stream 1 2.00 5.50 0.15 1.65
d/s of stream 1 3.00 7.30 0.15 3.29
Bed of canal & super passage 1 25.00 0.80 0.15 3.00
Total:- 7.94
For 1 Nos. 7.94
3 PCC 1:2:4 Work
u/s of stream 1 1.00 5.50 0.15 0.83
u/s of stream 1 1.00 5.00 0.15 0.75
d/s of stream 1 1.00 6.00 0.15 0.90
d/s of stream 1 2.00 7.50 0.15 2.25
super passage bed 1 15.00 0.80 0.10 1.20
slab 1 15.00 0.80 0.15 1.80
capping of parapet wall 2 7.15 0.40 0.05 0.29
u/s cutoff 1 5.40 0.15 0.50 0.41
d/s cutoff 1 9.00 0.15 0.75 1.01
Side wall of super passage 2 15.00 0.15 0.60 2.70
bed of approach canal 2 5.00 0.70 0.10 0.70
wall of approach canal 4 5.00 0.10 0.60 1.20
Total:- 14.03
For 1 Nos. 14.03

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate
###
Name of work:- Construction of Super passage 15m. span at CH. 0+450
No. of Supper Passage :- 1.0
S.No
Description of work No. Length Breadth Height Qty.
.
4 Stone Masonry in 1:4 c/s Mortar
u/s parapet 2 1.85 0.40 0.50 0.74
d/s parapet 2 2.50 0.40 0.75 1.50
middle parapet 2 2.80 0.40 0.75 1.68
Total:- 3.92
For 1 Nos. 3.92
6 Form Work
cover of slab 1 15.00 0.50 7.50
side wall of S.P. & approach canal 2 25.00 0.55 27.50
side of slab & stream base 2 7.15 0.30 4.29
capping part 4 7.15 0.05 1.43
Total:- 40.72
For 1 Nos. 40.72
7 Reinforcement Steel Bars
For super passage
12m.m.ø main bars @ 15 c/c=15/.15 101 1.70 0.89 kg/m 152.81
10m.m.ø dist bars 10 5.00 0.62 kg/m 31.00
For covering slab kg/m 0.00
12m.m.ø main bars @ 15 c/c=15/.15 101 0.75 0.89 kg/m 67.42
10m.m.ø dist bars @ 15 cm c/c 6 15.00 0.62 kg/m 58.90
for approach canal kg/m 0.00
10m.m.ø main bars @ 15 c/c=10/.15 68 1.70 0.62 kg/m 71.32
8m.m.ø dist bars 10 10 0.39 kg/m 39.00
420.45
For 1 Nos. 420.45
8 Supplying and weaving of 10SWG
medium coated G.I. wire mesh size
12 nos. x 15.75 m² per box 189.00
( 15cm x 15cm) with double knotted and
box of different size etc all complete.
For 1 Nos. 189.00
9 Stone Filling in Gabion boxes 12 3 1.5 0.75 40.50
For 1 Nos. 40.50

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
estern Regional Irrigation Directorate
gation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate

Remarks

m³

m³

m³

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
estern Regional Irrigation Directorate
gation Development Sub-Division No.-2
Dadeldhura
Detailed Estimate

Remarks

m³

m²

kg

m²

m³

Estimated : Checked: Recommended by Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura
Absract Of Cost

###
Name of work:- Construction of Super passage 15m. span at CH. 0+450

S.N Description of work Unit Quantity Rate Per Amount Remarks

1 E/W excavation in GMS m³ 19.59 845.73 m³ 16569.54

2 Stone Soling Work m³ 7.94 3990.78 m³ 31666.84

3 PCC 1:2:4 Work m³ 14.03 15501.57 m³ 217463.77

4 Stone Masonry in 1:4 c/s Mortar m³ 3.92 12476.01 m³ 48905.96

5 Form Work m² 40.72 565.51 m² 23027.57

6 Reinforcement Steel Bars kg 420.45 128.99 kg 54234.00

7 Supplying & Weaving of gabion box of

different size having rectangular mesh m² 189.00 208.55 m² 39415.95
size of 15 cm x 15cm double knotted.

8 Stone Filling in Gabion boxes m³ 40.50 3990.78 m³ 161626.59

Total:- 592910.22

Estimated : Checked : Recommended by: Approved :

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Quantity Estimate
Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.-2
Name of work:- Construction of R.C.C. lining in work in main canal from CH. 0+080 to 0+840 & 1+720 to 1+880

S.N. Description of Work No. Length Breadth Height Quantity Remarks

1 E/W in excavation in foundation

from Ch. 0+080 to 0+250 =170
from Ch. 0+366 to 0+450 =84
from Ch. 0+465 to 0+750=285
Total 539 1 615.00 0.90 0.25 138.38
Bed of coverd canal from ch. 1+720 to 1+755 1 35.00 0.90 0.15 4.73
Bed of canal from ch. 1+755 to 1+880 1 125.00 0.80 0.10 10.00
Total 153.10 m3
Classification
a G.B.M.soil 60% of excavated quantity 91.86 m3
b Soft rock 25% of excavated quantity 38.28 m3
c Hard rock without ceiseling 15% of excavated quantity 22.97 m3
2 E/W for back filling side of lining walls 2 615.00 0.20 0.50 123.00
2 160.00 0.30 0.50 48.00
Total 171.00 m3
3 P.C.C. (1:2:4) work.
bed of canal 1 615.00 0.70 0.10 43.05
side wall of canal 2 615.00 0.10 0.60 73.80
Bed of canal from ch. 1+755 to 1+880 1 125.00 0.70 0.10 8.75
side wall of canal from ch. 1+755 to 1+880 2 125.00 0.10 0.60 15.00
Bed of covered canal from ch. 1+720 to 1+755 1 35.00 0.70 0.10 2.45
side wall of covered canal from ch. 1+720 to 1+755 2 35.00 0.15 0.60 6.30
Covering slab ,, ,, ,, 1 35.00 0.70 0.10 2.45
Total 151.80 m3

Prepared by Checked by Approved by

 4 Reinforcement steel bars 740.00
For canal from ch. 0+080 to 0+840
10mm ø main bars @ 15cm c/c =739/0.15 4101 1.80 0.62 4576.72
8mm ø distribution bars @ 15cm c/c =1.95/0.15 13 615.00 0.39 3118.05
For canal from ch. 1+755 to 1+880
10mm ø main bars @ 15cm c/c =125/0.15 834 1.55 0.62 801.79
8mm ø distribution bars @ 15cm c/c =1.55/0.15 11 125.00 0.39 552.50
For covered canal from ch. 1+720 to 1+755
12mm ø main bars @ 15cm c/c =35/0.15 234 1.70 0.89 354.55
10mm ø distribution bars @ 15cm c/c =1.85/0.15 12 35.00 0.62 267.63
For covered slab
10mm ø main bars @ 15cm c/c =35/0.15 234 0.65 0.62 94.44
8mm ø distribution bars @ 15cm c/c =0.70/0.15 6 35.00 0.39 77.35
Total 9843.03 kg
5 Form work for
bed of canal from ch. 0+080 to 0+840 2 615.00 0.10 123.00
side wall of canal ,, ,, 4 615.00 0.60 1476.00
bed of canal from ch. 1+755 to 1+880 2 125.00 0.10 25.00
side wall of canal ,, ,, 4 125.00 0.60 300.00
bed of canal from ch. 1+720 to 1+755 2 35.00 0.15 10.50
side wall of canal ,, ,, 4 35.00 0.60 84.00
Covering slab inner side 1 35.00 0.50 17.50
Outer side 2 35.00 0.15 10.50
Total 2046.50 m2

Prepared by Checked by Approved by

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Abstract of Cost

Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.-2

Name of work:- Construction of R.C.C. lining in work in main canal from CH. 0+080 to 0+840 & 1+720 to 1+880

Rate
S.N. Details of Work Quantity Unit Amount (NRs.) Remarks
(NRs.)
1 E/W excavation in foundation in
a G.B.M.soil 91.86 m3 845.73 77688.76
b soft rock cutting 38.28 m3 1554.65 59504.23
c Hardm rock cutting without chiseling 22.97 m3 3109.31 71405.30
2 E/W for back filling 171.00 m3 155.45 26581.95
3 P.C.C. (1:2:4) work. 151.80 m3 15501.57 2353138.33
4 Reinforcement steel bars 9843.03 kg 128.99 1269651.97
5 Form work. 2046.50 m2 565.51 1157316.22

Total Rs. 5015286.75

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Quantity Estimate
Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.
Name of work:- Construction of R.C.C. lining in branch canal from CH. 0+400 to 0+430, 0+750 to 0+850

S.N. Description of Work No. Length Breadth Height Quantity Remarks

1 E/W in excavation for box cutting in canal foundation

from Ch. 0+400 to 0+430 =30
from Ch. 0+750 to 0+850 =100
Total 130 1 130.00 0.70 0.10 9.10
Classification
a G.B.M.soil 60% of excavated quantity 5.46 m3
b Soft rock 25% of excavated quantity 2.28 m3
c Hardm rock cutting without chiseling 15% 1.36 m3
2 E/W for back filling side of lining walls 2 13.00 0.20 0.40 2.08 m3
3 P.C.C. (1:2:4)
bed of canal 1 130.00 0.50 0.10 6.50
side wall of canal 2 130.00 0.10 0.40 10.40
Total 16.90 m3
4 Reinforcement steel bars
10mm ø main bars @ 15cm c/c =130/0.15 868 1.20 0.62 645.54
8mm ø distribution bars 9 130.00 0.39 456.30
Total 1101.84 kg
5 Form work for
bed of canal 2 130.00 0.10 26.00
side wall of canal 4 130.00 0.40 208.00
Total 234.00 m2

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Abstract of Cost

Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.-2

Name of work:- Construction of R.C.C. lining in branch canal from CH. 0+400 to 0+430, 0+750 to 0+850

Rate
S.N. Details of Work Quantity Unit Amount (NRs.) Remarks
(NRs.)
1 E/W excavation in foundation in
a G.B.M.soil 5.46 m3 845.73 4617.69
b soft rock cutting 2.28 m3 1554.65 3544.60
c Hardm rock cutting without chiseling 1.36 m3 3109.31 4228.66
2 E/W for back filling 2.08 m3 155.45 323.34
3 P.C.C. (1:2:4) 16.90 m3 15501.57 261976.53
4 Reinforcement steel bars 1101.84 kg 128.99 142126.86
5 Form work. 234.00 m2 565.51 132329.34

Total Rs. 549147.02

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Quantity Estimate
Name of Project:- Anamukh Bhandar Irrigation Project, Bhageswor V.D.C.
Name of work:- Pipe Line for second branch from CH. 1+850 of Manin canal

S.N. Description of Work No. Length Breadth Height Quantity Remarks

1 E/W excavation in foundation in GBM Soil

for chamber 2 1.70 1.70 0.75 4.34
for pipe line 1 319.00 0.45 0.75 107.66
Total 130 112.00 m³
2 E/W for back filling in pipe line 1 319.00 0.45 0.75 107.66 m³
3 Stone soling in bed of chamber 2 1.70 1.70 0.15 0.87 m³
3 P.C.C. (1:2:4)
bed of chamber 2 1.70 1.70 0.10 0.58
cover of chamber 2 1.70 1.70 0.10 0.58
Total 1.16 m³
4 Reinforcement steel bars
10mm ø main bars @ 15cm c/c =1.70/0.15 25 1.80 0.62 27.53
10mm ø distribution bars @ 15 cm c/c 25 1.80 0.62 27.53
Total 55.06 kg
5 Form work
bed of chamber 4 1.70 0.10 0.68
cover of chamber 4 1.70 0.40 2.72
1 1.00 1.00 1.00
Total 4.40 m²
6 Stone masonry in 1:4 cement sand mortar
wall of chamber 4 1.70 0.35 1.00 2.38
4 1.00 0.35 1.00 1.40
3.78 m³
7 12.5 mm thick cement plaster in 1:4 cement sand mortar
inner side of chamber 8 1.00 1.00 8.00 m²
8 110 mm dia. 4 kg/cm² HDPE pipe 2 319.00 638.00 m

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub-Division No.-2
Dadeldhura

Abstract of Cost

Name of Project:- Anamukh Bhandar Irrigation Project, Devaldivyapur V.D.C.-2

Name of work:- Pipe Line for second branch from CH. 1+850 of Manin canal

Rate Amount
S.N. Details of Work Quantity Unit Remarks
(NRs.) (NRs.)
1 E/W excavation in foundation in GBM Soil 112.00 m3 #REF! #REF!
2 E/W for back filling in pipe line 107.66 m3 155.45 16736.14
3 Stone soling in bed of chamber 0.87 m3 3990.78 3460.01
4 P.C.C. (1:2:4) 1.16 m3 15501.57 17919.81
5 Reinforcement steel bars 55.06 kg 128.99 7101.67
6 Form work 4.40 m² 565.51 2488.24
7 Stone masonry in 1:4 cement sand mortar 3.78 m³ 12476.01 47159.32
8 12.5 mm thick cement plaster in 1:4 cement sand mort 8.00 m2 374.72 2997.76

9 110 mm dia. 4 kg/cm² HDPE pipe 638.00 m 87.80 56016.40

Total Rs. #REF!

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
F.W.Regional Irrigation Directorate
F.W. Irrigation Development Sub - Division No.-2
Dadeldhura
### #REF!
### Construction of drop structures
Estimate of Drop structure. At Ch. - 1+000 Km
Total No. of Drop 1 Nos F.Y. 2072/073
Drop Height = 1.5 m Canal Bed Width= 0.400 m

S.No. Description of work No. Length Breadth Height Qty. Rate (NRs.) Amount (NRs) Remarks

1 E/w excavation in ordinary soils.

U/s cut off portion 1 0.35 0.25 0.25 0.022
U/s canal portion 1 0.80 0.35 0.30 0.084
U/s drop portion 1 0.35 0.70 1.50 0.368
In canal portion 1 3.00 1.70 0.70 3.570
D/s cutoff 1 1.70 0.30 0.85 0.434
Total:- 4.48
For 1 Nos 4.48 435.29 1948.74
2 PCC works in 1:2:4
U/s cutoff 1 2.20 0.30 0.55 0.363
U/s canal 1 0.80 1.00 0.30 0.240
D/s cutoff 1 2.10 0.30 0.80 0.504
D/s Canal portion 1 1.00 1.60 0.30 0.480
Basin Part 1 3.00 1.60 0.30 1.440
Below Drop Wall 1 1.15 1.05 0.30 0.362
bed of approach canal 1 4.50 0.64 0.10 0.288
wall of approach canal 2 4.50 0.12 0.40 0.432
Capping of drop wall 1 0.40 0.50 0.05 0.010
Capping 2 6.75 0.30 0.05 0.203
Total:- 4.322
For 1 Nos 4.322 15501.57 66993.91
3 Stone Masonry in 1:4 c/s Mortar
U/S of Drop 2 1.45 0.30 0.40 0.35
Basin Part 2 1.30 0.30 2.10 1.64
2 2.00 0.30 1.10 1.32
D/S side wall 2 1.00 0.30 0.40 0.24
Drop 1 0.40 0.68 1.70 0.46
Return d/s 2 0.25 0.30 0.40 0.06
Return u/s 2 0.60 0.30 0.40 0.14
Total:- 4.21
For 1 Nos 4.21 12476.01 52511.53

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
F.W.Regional Irrigation Directorate
F.W. Irrigation Development Sub - Division No.-2
Dadeldhura
4 Back filling in ordinary soils 1.49
For 1 Nos 1.49 155.45 231.98
5 12.5mm thick cement plaster in 1:4 c/s
Inner vertical face 2 1.45 0.40 1.16
2 1.30 2.10 5.46
2 1.00 1.10 2.20
2 1.00 0.40 0.80
Drop exposed face 1 0.40 1.70 0.68
Total:- 10.30
For 1 Nos 10.30 374.72 3859.62
6 Reinforcement steel bars
For lining of approach canal
10mm ø main bars @ 20cm c/c 24 1.29 0.62 18.68
8mm ø distribution bars @ 20cm c/c 8.0 4.50 0.39 14.11
Total:- 32.79
For 1 Nos 32.79 128.99 4229.58
7 Form work for
For lining of approach canal 4 4.5 0.50 9.00
2 4.5 0.10 0.90
For Caping of wall 2 6.75 0.10 1.35
Total:- 11.25
For 1 Nos 11.25 565.51 6361.99

Total Amount (NRs.) = 136137.33

Estimated by: Checked by: Recommended by: Approved by:

 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub Division No. 2
Dadeldhura

Quantity Estimate

Name of Project :- Irrigation system

Name of Work :- canal
canallining,
lining,collection chamber and pipe laying
Location:- Debaldibyapur-1, Dadeldhura
S.N. Description of Work No Length Breadth Height
1 civil works for canal
earthwork in exacavation 1.0 32.00 0.75 0.20
total
4 Backfilling works 1/3rd of excavated material total
2 soling in excavation 1.0 32.00 0.75 0.10
3 pcc (1:3:6) in foundation 1.0 32.00 0.75 0.1
total
5 RR masonary wall for chamber(1:6) 1.0 32.00 0.38 0.30
2 for collection chamber
a earthwork in excavation 1.0 2.40 2.4 1.2
b soling in excavation 1.0 2.40 2.4 0.1
c pcc (1:3:6) in foundation 1.0 2.40 2.4 0.1
d random rubble masnory wall 4.0 2.40 0.5 1.0
e plaster(1:4) 4.0 1.00 1.0
ate
vision No. 2

tion chamber and pipe laying

Quantity Rem.

4.80 m3
4.80 m3
1.60 m3
2.40 m3
2.40 m3
9.60 m3
3.60 m3

6.91 m3
0.58 m3
0.58 m3
4.32 m3
4.00 m3
8
 Government of Nepal
Ministry of Irrigation
Department of Irrigation
Far Western Regional Irrigation Directorate
Far Western Irrigation Development Sub Division No. 2
Dadeldhura

Abstract of Cost

Name of Project :- Pokhari Irrigation system

Name of work :- HDPE Pipe & Earthwork
Location:- Debaldibyapur-1, Dadeldhura

SN Description of Work Unit Quantity Rate Amount (NRs.)

A Civil Works
1 E/W excavation in gravel mixed soil m3 4.80 378.52 1,816.90
2 Backingfilling Works 1/3rd of excavated material m 3
1.60 135.18 216.29
3 soling in exacavation m3 2.40 3,470.25 8,328.60
4 pcc (1:3:6) in foundation m3 2.40 11,775.25 28,260.60
for collection chamber
earthwork in exacavation m3 6.91 378.52 2,616.33
soling in exacavation m3 0.58 3,470.25 1,998.86
pcc (1:3:6) in foundation m3 0.58 11,775.25 6,782.54
random rubble masnory wall m3 4.32 10,848.71 46,866.43
plaster (1:4) m2 4.00 325.85 1,303.40
Sub-total 98,189.95
VAT@13% of const. mat. 2,989.69
Total 101,179.64
Contigency@5% 5,000.00
Grand-total 106,179.64
Rem.