IPC New 2 - 22ndmarch
IPC New 2 - 22ndmarch
IPC New 2 - 22ndmarch
01 New
Payable Summary
Construction of Upper Parajuli Khola Hydropower Project
Net Payable Amount of Current IPC in words in NRs.: Rupees Eighty four lakh forty two thousand nine hundred seventy
four rupees and paisa forty nine only.
Item
Description BOQ Amount Previous Current Total Remarks
No.
A Civil Works
A1 Weir, Intake and Floodwall for weir 25036373.75 1101140.29 4269533.57 5370673.86
A2 Gravel Trap & Spillway 2651444.30 1095890.17 1095890.17
A3 Approach Canal 553532.29 0.00
A4 Desilting Basin 4903194.62 1594407.77 831751.27 2426159.04
A5 Headrace Canal 45450087.76 2225111.25 211299.39 2436410.64
A6 Kholsi Crossing 1015569.80 0.00
A7 Forebay Basin / Spillway 13855850.09 754232.57 4537831.22 5292063.79
A8 Penstock, Anchor Block & Support Piers 6405970.99 0.00
UnitQty dis rate amt previous present hold total previou present hold total
A CIVIL
A1 Weir, Intake and Floodwall for
1 weir 25m Excavation in Boulder
Earthwork m3 ### 612.66 1,835,909.21 - - -
2 Mix Soil
Backfilling by Earthmaterials m3 906.60 195.11 176,886.73 - - -
3 Stone Soling in Foundation m3 51.66 3,323.88 171,711.64 - - -
4 M10 Concrete Soling m3 32.19 9,425.50 303,444.55 - - -
5 M25 Concrete PCC m3 487.94 17,437.17 8,508,292.73 52.06 17.83 34.23 907,810.98 310,936.65 596,874.33
6 M40 Concrete PCC m3 62.63 18,851.00 1,180,638.13 - - -
7 M60 Concrete PCC m3 41.07 25,448.85 1,045,184.27 - - -
8 Admixture kg 637.77 278.05 177,331.95 - - -
9 Boulder Rip Rap m3 209.75 1,873.79 393,027.45 - - -
10 Gabion Protection Structures m3 378.47 4,241.47 1,605,269.15 - - -
11 M20 40% Plum Concrete m3 101.64 11,781.87 1,197,556.39 - - -
12 Reinforcement kg ### 111.22 5,259,855.17 6,802.20 6,802.20 - 756,540.26 756,540.26 -
13 River Bed Maerial Packing+ m3 114.92 3,323.88 381,967.49 46.55 46.55 154,733.26 154,733.26
sediment filling for compaction
14 Formworks m2 ### 659.78 914,474.21 87.65 14.47 87.65 57,829.85 9,547.15 48,282.70
20 Protection Works - use of excavator hr 56.00 923.70 51,727.20 - - -
for boulder protection
21 River diversion works (earth m3 522.73 2,827.65 1,478,097.48 522.73 522.73 - 1,478,106.91 1,478,106.91 -
excavation in boulder mix soil)
22 Dewatering hr 250.00 250.00 62,500.00 35.00 35.00 8,750.00 8,750.00
23 Debris clearing ( due to flood) hr 45.00 6,500.00 292,500.00 45.00 45.00 292,500.00 292,500.00
24 Admixture ( Quick set) kg - -
25 Admixture (Super plasticizer kg - -
@1.5%)
Subtotal A1 ### - - ### ### ###
-
A2 Gravel Trap & Spillway
1 Site Clearance m2 190.00 28.28 5,373.20 - - -
2 Earthwork Excavation in Soft Soil m3 874.36 612.66 535,685.40 - - -
3 Stone Soling in Foundation m3 25.53 3,323.88 84,858.66 - - -
4 PCC 1:3:6, (M10) m3 17.16 9,425.50 161,741.58 - - -
5 PCC 1:1.5:3, (M20) m3 81.43 13,195.70 1,074,525.85 - - -
6 Formworks m2 235.39 659.78 155,305.61 - - -
7 Reinforcement kg ### 111.22 633,954.00 - - -
Subtotal A2 ### - - -
-
A3 Approach Canal
1 Earthwork in Excavation in soft soil m3 260.66 612.66 159,695.96 - - -
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Rara Hydropower Development Company Pvt. Ltd.
A4 Desilting Basin
1 Site Clearance m2 - - - -
2 Earthwork Excavation in BMS m3 - 612.66 - - -
3 Stone Soling in Foundation m3 - 3,323.88 - - -
4 PCC 1:3:6, (M10) m3 - 9,425.50 - - -
5 PCC 1:1.5:3, (M20) m3 166.07 13,195.70 2,191,400.66 95.35 40.11 55.23 1,258,168.61 529,343.71 728,824.90
6 Stone Masonry Works m3 62.36 7,482.27 466,594.36 - - -
7 Formworks m3 902.48 659.78 595,438.25 632.40 222.17 410.23 417,242.76 146,583.19 270,659.57
8 Reinforcement kg ### 111.22 711,630.05 5,624.74 5,624.74 - 625,583.63 625,583.63 -
9 Admixture kg 800.00 282.76 226,208.00 - - -
10 Canal Crossing (for irrigation Kulo) ### 1.00 - - -
11 debris removal manually Md 691.00 776.30 536,423.30 691.00 691.00 536,423.30 536,423.30
12 backfilling Hr 27.00 6,500.00 175,500.00 9.00 9.00 58,500.00 58,500.00
Subtotal A4 ### - - ### ### ###
Page 4 of 140
Rara Hydropower Development Company Pvt. Ltd.
A5 Headrace Canal
1 Site clearance m2 755.25 28.28 21,358.47 - - -
2 Earthwork Excavation in Canal m3 ### 282.76 2,262,080.00 7,869.26 7,869.26 2,225,111.25 2,225,111.25
3 Access roadExcavation in Boulder
Earthwork m3 ### 612.66 2,441,676.78 - - -
4 Mix Soil
Earthwork Excavation in Medium m3 140.75 1,131.06 159,196.70 - - -
Rock Soil
5 Eathwork in back filling m3 ### 195.11 606,856.49 - - -
6 0.15m Stone Soling in foundation m3 444.91 3,323.88 1,478,827.45 - - -
7 PCC 1:1.5:3, M20 m3 ### 13,195.70 ### - - -
8 Reinforcement kg ### 111.22 ### - - -
9 FormWork m2 ### 659.78 6,412,925.69 - - -
10 PCC 1:3:6, M10 (0.1m Conrete m3
11 Soling)
River Training Works
a Concrete (1:2:4) with 30% plum m3 -
b FormWork m2 -
c Gabion Protection Structure m3 -
d Earthwork in backfilling m3 -
e Earthwork Excavation m3 -
A6Kholsi Crossing
1Budhi kholsi crossing
aSite clearance m2 30.00 28.28 848.40 - - -
bEarthwork Excavation in Boulder m3 30.00 612.66 18,379.80 - - -
cMix Soil
Earthwork Excavation in Medium m3 3.00 1,131.06 3,393.18 - - -
Rock Soil
d Eathwork in back filling m3 6.00 195.11 1,170.66 - - -
e 0.15m Stone Soling in foundation m3 5.47 3,323.88 18,181.62 - - -
f PCC 1:2:4, M15 (0.1m Conrete m3 2.74 9,425.50 25,825.87 - - -
g Soling)
PCC 1:1:2, M25 m3 34.37 17,437.17 599,315.53 - - -
h Reinforcement kg ### 111.22 307,601.15 - - -
i FormWork m2 61.92 659.78 40,853.58 - - -
2 Other kholsi crossing
a Earth work in excavation in soft m3 -
b soil
gabion protection structure m3 -
c boulder riprap m3 -
d stone masonry m3 -
Subtotal A6 ### - - -
-
A7 Forebay Basin / Spillway -
1 Site Clearance m2 540.00 28.28 15,271.20 250.00 250.00 7,070.00 7,070.00
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- - -
A12 Day works
Page 7 of 140
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Total B3 ### - - -
-
TOTAL (HYDRO-MECH) - ### - - -
-
C ELECTRO-MECHANICAL -
5 Earthing works final design, supply Lot 1.00 ### 706,912.41 - - -
of materials and installation,
Manpower for Installation (Local
technical expert, skilled and
unskilled labour) under the
supervision of HVGCL experts
7 Local travel, lodging, fooding of Lot 1.00 ### 471,274.94 - - -
HVGCL experts
TOTAL C ### - - -
D TRANSMISSION LINE
D1 33 KV Line Complete Works
I Supply materials ex-works
1 11m Steel Telescopic poles nos 155.00 32,046.70 4,967,238.50 - - -
2 33 KV Disc Insulator with tension set 756.00 2,639.14 1,995,189.84 - - -
set(3 bolted type)
3 33kv Pin Insulator with insulator set 630.00 822.85 518,395.50 - - -
4 spindle
HT Stay Insulator nos 140.00 502.85 70,399.00 - - -
5 HTstay set nos 140.00 3,291.38 460,793.20 - - -
7 Stay wire 7/8swg m ### 68.57 115,197.60 - - -
8 Crossarm channel 125x nos 147.00 754.04 110,843.88 - - -
9 65x6x300mm
Crossarm channel 125x65x nos 147.00 3,770.20 554,219.40 - - -
10 6x1900mm
Crossarm channel 125x65x nos 84.00 6,315.08 530,466.72 - - -
11 6x3300mm
Flat Bracing (40x760x6mm) nos 336.00 329.89 110,843.04 - - -
12 Bracing Angle ( 50x50x5x2416 nos 42.00 2,827.65 118,761.30 - - -
14 mm)
Brack Strap(60*6*410) nos. 252.00 377.02 95,009.04 - - -
15 Pole Clamp for Top 300mm Arm nos 210.00 484.56 101,757.60 - - -
16 Pole Clamp for 1900mm Arm nos 210.00 706.91 148,451.10 - - -
17 Pole Clamp for Bracing Angle Top nos 84.00 565.53 47,504.52 - - -
18 Pole Clamp for Bracing Angle nos 84.00 565.53 47,504.52 - - -
19 Bottom
Stay clamp nos 140.00 377.02 52,782.80 - - -
20 Nut bolts with washer lot 14.00 45,242.39 633,393.46 - - -
21 100 sq mm ACSR conductor Km 44.10 ### 4,838,334.92 - - -
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Rara Hydropower Development Company Pvt. Ltd.
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Quantity Amount
- - - - -
- - - - -
- 10.27 10.27 - 34,151.22 34,151.22
- 7.05 7.05 - 66,412.07 66,412.07
34.23 110.47 144.70 596,874.33 1,926,271.96 2,523,146.29
- - - - -
- - - - -
- - - - -
- 68.34 68.34 - 128,060.99 128,060.99
- 16.00 16.00 - 67,863.52 67,863.52
- - - - -
- ### 17,518.80 - 1,948,441.27 1,948,441.27
46.55 - 46.55 154,733.26 - 154,733.26
- - - - - -
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- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - -
- -
- -
- - - - -
- 47.29 47.29 - 28,975.39 28,975.39
- 2.12 2.12 - 7,059.92 7,059.92
- 1.42 1.42 - 13,346.51 13,346.51
55.23 19.90 75.14 728,824.90 262,637.73 991,462.63
- - - - -
410.23 38.89 449.11 270,659.57 25,656.34 296,315.91
- 3,565.68 3,565.68 - 396,575.39 396,575.39
- - - - -
- - - - -
691.00 - 691.00 536,423.30 - 536,423.30
9.00 15.00 24.00 58,500.00 97,500.00 156,000.00
- 1,594,407.77 831,751.27 2,426,159.04
- -
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Rara Hydropower Development Company Pvt. Ltd.
- -
- 90.00 90.00 - 2,545.20 2,545.20
7,869.26 7,869.26 2,225,111.25 - 2,225,111.25
- 288.00 288.00 - 176,446.08 176,446.08
- - - - -
- - - - -
- 9.72 9.72 - 32,308.11 32,308.11
- - - - -
- - - - -
- - - - -
- - -
- - -
- - -
- - -
- - -
- - -
- - -
- -
- 2,225,111.25 211,299.39 2,436,410.64
- -
- -
- -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- -
- -
- -
- -
- -
- -
- - - -
- - -
- - -
250.00 - 250.00 7,070.00 - 7,070.00
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- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - - - -
- - -
- - - 799,550.02 799,550.02
- -
- -
- - - - -
- - - -
- -
- -
- -
- - 11,745,855.64 17,420,747.52
- -
- -
- -
- -
- -
- -
- - - - -
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- - - - -
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- -
- -
- -
- -
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- - - - -
- - - - -
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- - -
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- -
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- 121,500.00 62,500.00 184,000.00
- - -
5,796,391.88 11,808,355.64 ###
Page 16 of 140
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
A1.12 Reinforcement
5 Kg
8 Kg
6 A14 Formworks
Flood Wall m2 1
m2 1
WingWall m2 1
WingWall m2 2
WingWall m2 2
WingWall m2 2
Wing Last Part m2 1
Didide Wall weir side m2 2
Undersluice D/S bed extension m2 2
Undersluice D/S Wall extension m2 2
5th Cutoff m2 1
6Th Cutoff m2 2
Earthwork Excavation
A2.2 Boulder mix soil
Gravel Trap m3 1
Spillway m3 1.00
Flushing Arragnement m3 1.00
A4.7 Formwork
Inlate Column Left Right m2 4
Inlate Column Middle m2
2
Desander Outlet m2
2
Flushing Bed And Wall 1 out Side m2
2
Bed And Wall 2 out Side m2 2
Bed And Wall 1 InSide m2
2
Bed And Wall 2 inside m2
2
Top Slab 1 m2
1
Top Slab 2 m2
1
A4.8 Reinforcement
Desander Outlet & Flushing Kg
Kg
A4.12 Backfilling Hr 1
A7.8 Formwork
Inlet Section m2 1
Inlate Transitions m2 2
Silting Zone m2 2
Penstock Inlet transition m2 2
Flushing chamber m2 3
Inlat Section Left And Right Wall m2 4
Inlate Transitions Left Wall m2 2
Inlate Transitions Right wall m2 2
Silting Zone Left Wall m2 2
Silting Zone Right Wall m2 2
7.05
13.4 2.7 0.1 3.62
13.54 2 0.1 2.71
14 0.3 0.1 0.42
3 1 0.1 0.30
110.47
10 4.38 43.83
10 2.112 21.12
3.4 2 0.5 3.40 Slab extension (curved Part)
4.14 0.75 2.577 8.00 Wall extension (curved Part)
5 0.85 4.22 17.94
1 0.85 4.37 3.71 1st Step
1 0.829 3.37 2.79 2nd Step
1 0.7905 2.37 1.87 3rd Step
14 0.3 1 4.20
10 0.3 1.2 3.60
68.34
0.5 100.65 50.33
1 18.02 18.02
17518.80
10750.09 From Sheet HR 1
Previously Uncertified in IPC 1 New
6768.72 From Sheet HR 2
149.04
5 3.92 19.60
4 3.92 15.68
1 4.37 4.37
1 3.92 7.84 1st Step
1 3.37 6.74 2nd Step
1 2.37 4.74 3rd Step
1 2.37 2.37 Last End Side
10 1.2 24
3.4 0.5 3.4
4.34 2.577 22.37
10 0.993 9.93 Above from 1.95 m
14 1 28
16
2 1 1 16
Length Breadth Height Area Quantity Remarks
190 190
874.86
12.6 5 3.9 245.7
22.32 3.16 7.78 547.92
18.00 1.04 4.34 81.24
18.30
8.80
1.93 5.00 0.15 1.45
8.00 5.00 0.15 6.00
2.50 3.60 0.15 1.35
0.15 10 1.5
0.15 53.357 8.00
13.27
19.903
2.025 7.002 0.504 7.146
1.7 6.95 0.656 7.751
0.3 0.3 1.47 0.529
0.6 0.3 1.47 0.5292
4.68 0.56 2.62 1
2.37 0.56 1.33 2
38.8862
1.2 1.47 7.056
1.8 1.47 5.292
2.1316 4.2632
4.13 0.9 7.434 4.13
2.37 0.9 4.266
4.68 0.5 4.68
2.37 0.5 2.37
4.68 0.5 2.34
2.37 0.5 1.185
3565.68
1530.56 From Sheet DR 1
Previously Uncertified in IPC 1 New,
From Sheet DR 2
2035.12
15
30 3.2 3 288
30 2.16 0.15 9.72
331.05
3.4 0.4 1.36
5.1 0.4 4.08
25.3 0.4 20.24
5.12 0.4 4.096
3.92 0.25 2.94
0.5 1.3 2.60
5.1 2.075 21.17
5.1 1.3 13.26
30.35 3.105 188.47
30.35 1.2 72.84
20 2.47 26
0.165 9.903 1.225
0
2 16 1.58 51
1.792
0.3
0.404
5.767
3 16 1.58 29
0.202
9.842 0.442
4 20 2.47 51
0.363 0.3
4.708
5 16 1.58 48
0.403
1.171 1.514
6 Divide Wall
1 20 2.47 43
left
3.027
0.30
0
2 Verible length
1 2.887 20 2.47 2
2 3.086 20 2.47 2
3 3.285 20 2.47 2
4 3.485 20 2.47 2
5 0.30 3.685 20 2.47 2
6 3.885 20 2.47 2
7 4.085 20 2.47 2
8 4.335 20 2.47 2
2.927
0.30
3.4
0.3
3 Verible Length
3.357 20 2.47 1
3.556 20 2.47 1
3.755 20 2.47 1
3.955 20 2.47 1
4.155 20 2.47 1
4.355 20 2.47 1
4.555 20 2.47 1
4.805 20 2.47 1
3.44
0.3
2 Variable Length
3.357 16 1.58 1
3.556 16 1.58 1
3.755 16 1.58 1
3.955 16 1.58 1
4.155 16 1.58 1
4.355 16 1.58 1
4.555 16 1.58 1
4.805 16 1.58 1
1.81
0.5
0.4
1.9
Distribution Bar Bottom And Top 16 1.58 16
4.97
0.3
Wing wall
A
First Step 20 2.47 10
4.27
0.3
0.3
B Third Step 20 2.47 12
2.27
0.3
Wing Wall Distribution
A
0.8
1.24
0.58
1 0.938 16 1.58 5
2 1.938 16 1.58 5
3 2.938 16 1.58 5
4 2.938 16 1.58 5
5 3.774 16 1.58 12
B
0.2
0.58
0.82 16 1.58 5
1.82 16 1.58 5
2.82 16 1.58 5
3.82 16 1.58 5
3.656 16 1.58 12
Cap Bar of Flood And Wing Wall
0.6 20 2.47 35
1 1
3.94
0.698
0.2
Inner Side 16 1.58 27
4.582
Intake
Bed Top bar
0.3
0.3
1 6.19 20 2.47 1
2 6.19 20 2.47 1
3 6.19 20 2.47 1
4 5.899 20 2.47 1
5 5.752 20 2.47 1
6 5.551 20 2.47 1
7 5.34 20 2.47 1
8 5.13 20 2.47 1
9 4.935 20 2.47 1
10 4.732 20 2.47 1
11 4.53 20 2.47 1
12 4.327 20 2.47 1
13 4.124 20 2.47 1
14 3.921 20 2.47 1
15 3.718 20 2.47 1
16 3.513 20 2.47 1
17 3.313 20 2.47 1
18 3.11 20 2.47 1
19 2.907 20 2.47 1
20 2.704 20 2.47 1
21 2.502 20 2.47 1
22 2.299 20 2.47 1
23 2.096 20 2.47 1
24 1.893 20 2.47 1
25 1.69 20 2.47 1
26 1.488 20 2.47 1
27 1.285 20 2.47 1
28 1.089 20 2.47 1
29 1.048 20 2.47 1
Distribution Bar
0.75 1.09
0.5
5.873 20 2.47 1
5.67 20 2.47 1
5.48 20 2.47 1
5.28 20 2.47 1
5.08 20 2.47 1
4.88 20 2.47 1
4.69 20 2.47 1
4.49 20 2.47 1
4.29 20 2.47 1
4.1 20 2.47 1
3.9 20 2.47 1
3.7 20 2.47 1
3.507 20 2.47 1
3.31 20 2.47 1
3.11 20 2.47 1
2.91 20 2.47 1
2.71 20 2.47 1
2.52 20 2.47 1
2.32 20 2.47 1
2.12 20 2.47 1
1.93 20 2.47 1
1.73 20 2.47 1
1.53 20 2.47 1
1.33 20 2.47 1
1.21 20 2.47 1
0.82 20 2.47 1
0.488 20 2.47 1
Intake Get
Bottom Bar
1 0.834 16 1.58 30
0.5
4.433
2 0.3 16 1.58 18
0.3
5.88
3 0.3
0.3 20 2.47 9
5.848
4 20 2.47 18
0.3
0.3
5.848
5
0.8 20 2.47 30
0.5
0.5
6 Th Cuttof
Type -14 16 1.58 73
0.9
0.2
Type -13 16 1.58 73
0.24
0.7
4.61 123.82
.
3.34 84.435
4.57 112.88
3.57 88.179
2.57 76.17
3.558 28.11
4.558 36.01
5.558 43.91
5.558 43.91
6.394 121.23
1.6 12.64
2.6 20.54
3.6 28.44
4.6 36.34
4.436 84.107
2.6 224.77
5.638 240.517
4.582 195.468
Sub -Total 1599.359
6.79 16.77
6.79 16.77
6.79 16.77
6.499 16.05
6.352 15.69
6.151 15.19
5.94 14.67
5.73 14.15
5.535 13.67
5.332 13.17
5.13 12.67
4.927 12.17
4.724 11.67
4.521 11.17
4.318 10.67
4.113 10.16
3.913 9.67
3.71 9.16
3.507 8.66
3.304 8.16
3.102 7.66
2.899 7.16
2.696 6.66
2.493 6.16
2.29 5.66
2.088 5.16
1.885 4.66
1.689 4.17
1.648 4.07
8.213 20.29
8.01 19.78
7.82 19.32
7.62 18.82
7.42 18.33
7.22 17.83
7.03 17.36
6.83 16.87
6.63 16.38
6.44 15.91
6.24 15.41
6.04 14.92
5.847 14.44
5.65 13.96
5.45 13.46
5.25 12.97
5.05 12.47
4.86 12.00
4.66 11.51
4.46 11.02
4.27 10.55
4.07 10.05
3.87 9.56
3.67 9.06
3.55 8.77
3.16 7.81
2.828 6.99
6.448 286.678
1.6 118.56
sub -Total 1139.60
2 230.68
1.64 189.16
15.3 241.74
Total 10750.09
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg)
D/S Apron Weir Part
1 Top Bar Type 6 16 1.58 46 15.793 1147.84
0.5
10.315
0.5
2.785
2.031
0.205
6 5thCutoff Undersulice Type 10 16 1.58 20 5.421 171.30
0.7
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg)
2.49
2.031
0.2
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg)
19 16 1.58 1 5.052 7.98
20 16 1.58 1 4.849 7.66
21 16 1.58 1 4.646 7.34
22 16 1.58 1 4.444 7.02
23 16 1.58 1 4.241 6.70
24 16 1.58 1 4.101 6.48
25 16 1.58 1 3.963 6.26
26 16 1.58 1 3.854 6.09
27 16 1.58 1 3.722 5.88
259.82
Bottom Distribution at Intake
1 16 1.58 1 0.931 1.47
2 16 1.58 1 1.129 1.78
3 16 1.58 1 1.326 2.10
4 16 1.58 1 1.523 2.41
5 16 1.58 1 1.72 2.72
6 16 1.58 1 1.918 3.03
7 16 1.58 1 2.115 3.34
8 16 1.58 1 2.312 3.65
9 16 1.58 1 2.509 3.96
10 16 1.58 1 2.707 4.28
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg)
11 16 1.58 1 2.904 4.59
12 16 1.58 1 3.101 4.90
13 16 1.58 1 3.298 5.21
14 16 1.58 1 3.496 5.52
15 16 1.58 1 3.693 5.84
16 16 1.58 1 3.89 6.15
17 16 1.58 1 4.08 6.45
18 16 1.58 1 4.284 6.77
19 16 1.58 1 4.482 7.08
20 16 1.58 1 4.679 7.39
21 16 1.58 1 4.876 7.71
22 16 1.58 1 5.073 8.02
23 16 1.58 1 5.271 8.33
24 16 1.58 1 5.475 8.65
25 16 1.58 1 5.634 8.90
26 16 1.58 1 5.748 9.08
27 16 1.58 1 5.628 8.89
28 16 1.58 1 5.508 8.70
156.93
total intake bed bottom 416.75
D Flood Wall
1 Out Side MainBar 16 1.58 27 5.581 238.12
3.881
1.4
0.3
1 In Side Main Bar 16 1.58 27 5.535 236.16
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg)
5.235
0.3
0.7
0.8
0.8
0.4
0.4
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg)
3 Distribution Bar 16 1.58 20 4.86 153.58
611.47
Grand total 6768.72
Remarks
Remarks
5.864
5.698
5.495
5.293
5.09
4.887
4.685
4.482
4.279
4.076
3.874
3.671
3.468
3.246
3.063
2.86
2.657
2.455
Remarks
2.252
2.049
1.846
1.644
1.441
1.301
1.163
1.054
0.922
Remarks
Remarks
0.839 0.839
0.6
0.511
2.465
16 1.58 8 3.1546
0.690
5
0.3 0.30
0.3 0.30 16 1.58 1 5.133
0.712 0.712
3.109
6
0.3 0.3
16 1.58 1 4.928
0.485 0.69
3.153
7 0.3
0.3
16 1.58 1 5.133
0.940 0.940
2.646
8
0.3 0.3
16 1.58 1 4.921
0.691 0.866
2.764
0.3 0.3
16 1.58 1 5.121
1.163 1.163
2.194
0.937 1.141
2.238
0.3
0.3 16 1.58 1 5.117
1.386 1.387
1.743
0.3
0.3
16 1.58 1 4.913
1.365
1.161
1.787
0.3 0.3
16 1.58 1 5.1148
1.612 1.612
1.612 1.612
1.291
0.3
0.3
16 1.58 1 4.911
1.590
1.386
1.335
0.3 0.3
16 1.58 1 5.113
1.836 1.836
0.840
0.3 0.3
16 1.58 1 4.91
1.611 1.814
0.884
0.3 0.3
16 1.58 2 5.1
4.5
4.3
Mid Section
0.2
0.6
0.5
2.01
16 1.58 20 3.5223
0.71
0.3
0.8
1.54
16 1.58 20 3.0981
0.55
0.2
0.81 0.81
16 1.58 10 2.8254
0.3 0.3
0.6
0.8 0.8
16 1.58 10 4.1187
0.76 0.76
2.3
16 1.58 41 2.5084
0.21
0.8
0.5
2.011
16 1.58 12 3.47
0.658
0.3
0.8
1.543
16 1.58 12 3.039
0.496
0.2
0.806 0.806
16 1.58 12 2.707
0.248 0.248
0.6
0.797 0.797
16 1.58 12 4.012
0.709 0.709
1
0.5
2.01
16 1.58 20 3.37
0.528
0.3
0.8
1.538
0.2
0.806 0.806
16 1.58 10 2.707
0.147 0.147
0.6
0.794 0.794
16 1.58 10 4.012
0.617 0.619
1
0.5
16 1.58 20 3.264
2.01
0.452
0.3
0.8
1.54
0.3
0.806 0.806
16 1.58 10 2.3074
0.048 0.048
0.6
0.793 0.793
16 1.58 10 3.63
0.53 0.53
1.002
0.5
2.01
16 1.58 12 3.1969
0.395
0.301
0.8
1.535
0.235
16 1.58 12 2.77
0.2
16 1.58 6 2.19
0.81 0.81
0.6
0.791 0.791
0.791 0.791
16 1.58 6 3.46
0.441 0.441
Distribution bars
8.056
0.206 1.052
16 1.58 23 10.958
1.51
4 8.186
1.495
0.15
9 16 1.58 5 8.302
8.143
0.20
6
16 1.58 5 2.442
2.236
0.73
9 16 1.58 5 8.826
8.087
Total
Quantity ( Drg Remark
47.47584
26.82208
35.56896
39.87414
8.11014
7.78624
8.11014
7.77518
8.09118
7.76728
8.08486
7.76254
8.081384
7.75938
8.07854
7.7578
16.116
15.484
243.3137
137.4891
111.3047
97.89996
44.64132
65.07546
162.4942
211.131
65.7912
57.61944
51.32472
76.06752
106.492
92.8724
42.7706
63.3896
103.1424
89.78824
36.45692
57.354
60.61322
52.5192
20.7612
32.8008
387.1664
398.2137
14.694
65.5858
19.2918
69.7254
3314.296
PRO SOLUTIONS PVT.LTD.
Kathamandu,Nepal
Client: Rara Hydropower Company Pvt.Ltd.
Project :Upper Parajuli Khola Hydropower Project
Contractor:Pro Solutations Pvt.Ltd.
Date 2074/11/15
Item: Renforcement For Desander
SN Description Ø of bar (mmUnit Wt.(Kg/No. of Bar Total Length (m)
1 Desender Flushing
0.7
0.7
0.8
2 16 1.58 38 2.2
0.8
0.8
0.6
3 16 1.58 38 1.6
0.4
0.4
0.8
4 16 1.58 38 1
0.1
0.1
0.8
5 Distribution Bar
Wall Bed And Topn Slab 12 0.889 29 5.73
12 0.889 29 3.67
Sub -Total
Desender Flushing Get
1
0.73 12 0.889 12 2.46
0.34
0.34
0.32
2 12 0.889 12 2.4
0.40 0.4
0.33
0.33
0.94
Sub -Total
Flushing Get Vertical Bar
1 Type -1 16 1.58 6 3.638
0.7
0.7
2.238
Type 2
0.3
0.3 16 1.58 12 1.69
1.09
0.32
4.619
0.7
Type 4 12 0.889 18 5.166
0.32
4.646
0.2
4.646
0.2
0.94
0.28
0.215
0.255
0.32
2 10 0.616 88 1.029
0.08
0.869
0.08
0.52
0.52
0.255
Sub -Total
4.71
3.33
0.1
Distribution Bar
Left And Right Bar
0.774 10 0.616 26 6.124
0.478
0.3
0.7
1.62
0.7
0.3
0.401
0.774
Middle Bar 10 0.616 26 4.476
1.52
0.478
0.3
0.7
Left ,Right And Middle 10 0.616 52 1.24
0.25
0.74
0.25
Sub -Total
Quantity (Kg) Drg Remark
Flushing Type -1
168.112
147.73
94.62
698.65
75.32
60.157
82.67
85.867
83.48
55.78
42.01
476.49
30.188 Type 4
98.082
71.69
39.72
280.11
1530.56
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
Uncertified from IPC 1
Desender Rebar installed
SN Description Ø of bar (mm)Unit Wt.(Kg/ No. of Bar Total Length (m) Quantity (Kg) Remarks
Desender Left and Right Wall
1 Cap U -Type 12 0.889 376 1.35 451.26 Left and Right
3 Colum
12 0.89 52 3.115 143.98
3.33
0.1
Total 2035.12
PRO SOLUTIONS PVT.LTD.
Kathamandu,Nepal
Client: Rara Hydropower Company Pvt.Ltd.
Project :Upper Parajuli Khola Hydropower Project
Contractor:Pro Solutations Pvt.Ltd.
Date 2074/10/22
Forebay Bar bending schedule
SN Description Ø of bar (mmUnit Wt.(Kg/m)No. of Bar
1
Inlet
Main Bars
1 0.1 0.1
16 1.58 4
1.55 1.55
1.72
0.1
2
0.1
2.28
3 0.1 0.1
1.31 16 1.58 4
1.31
2.28
Distribution bars
1 Bed 16 1.58 26
2 Wall 16 1.58 20
1.27 1.27
1 4.09 16 1.58 1
2 3.99 16 1.58 1
3 3.89 16 1.58 1
4 3.79 16 1.58 1
5 3.69 16 1.58 1
6 3.59 16 1.58 1
7 3.49 16 1.58 1
8 3.39 16 1.58 1
9 3.29 16 1.58 1
10 3.19 16 1.58 1
11 3.09 16 1.58 1
12 2.99 16 1.58 1
13 2.88 16 1.58 1
14 2.78 16 1.58 1
15 2.68 16 1.58 1
16 2.58 16 1.58 1
17 2.48 16 1.58 1
18 2.38 16 1.58 1
19 2.28 16 1.58 1
20 2.18 16 1.58 1
21 2.08 16 1.58 1
22 1.98 16 1.58 1
23 1.88 16 1.58 1
24 1.78 16 1.58 1
25 1.68 16 1.58 1
0.45 0.45
4.69 16 1.58 1
4.59 16 1.58 1
4.49 16 1.58 1
4.39 16 1.58 1
4.29 16 1.58 1
4.19 16 1.58 1
4.09 16 1.58 1
3.99 16 1.58 1
3.89 16 1.58 1
3.79 16 1.58 1
3.69 16 1.58 1
3.58 16 1.58 1
3.48 16 1.58 1
3.38 16 1.58 1
3.28 16 1.58 1
3.18 16 1.58 1
3.08 16 1.58 1
2.98 16 1.58 1
2.88 16 1.58 1
2.78 16 1.58 1
2.68 16 1.58 1
2.58 16 1.58 1
2.48 16 1.58 1
2.38 16 1.58 1
2.28 16 1.58 1
1 16 1.58 50
1.33
1.21
2 0.1
veriable length
1 3.15 16 1.58 4
2 3.09 16 1.58 4
3 3.02 16 1.58 4
4 2.96 16 1.58 4
5 2.89 16 1.58 4
6 2.83 16 1.58 4
7 2.76 16 1.58 4
8 2.7 16 1.58 4
9 2.63 16 1.58 4
10 2.57 16 1.58 4
11 2.5 16 1.58 4
12 2.44 16 1.58 4
13 2.37 16 1.58 4
14 2.31 16 1.58 4
15 2.24 16 1.58 4
16 2.18 16 1.58 4
17 2.11 16 1.58 4
18 2.05 16 1.58 4
19 1.97 16 1.58 4
20 1.92 16 1.58 4
21 1.86 16 1.58 4
22 1.79 16 1.58 4
23 1.73 16 1.58 4
24 1.66 16 1.58 4
25 1.6 16 1.58 4
silting chamber
3 16 1.58 73
0.45 0.45
4.7
4 16 1.58 73
1.33 1.33
4.1
silting chamber vertical bar
5
0.1
Veriable length
1 2.55 16 1.58 40
2 2.59 16 1.58 40
3 2.63 16 1.58 40
4 2.67 16 1.58 40
5 2.71 16 1.58 40
6 2.75 16 1.58 40
7 2.79 16 1.58 40
8 2.826 16 1.58 20
300
Silting chamber
6
0.75 0.75
4.7
16 1.58 55
1.33 1.33
16 1.58 55
4.1
1.33
16 1.58 110
1.21
Veriable length
1 16 1.58 54
1 16 1.58 54
2 16 1.58 40
3 16 1.58 40
4 16 1.58 32
1.31
1.31
0.3
1.27 1.27
16 1.58 16
4.1
0.87 0.87
16 1.58 16
4.7
1.33
16 1.58 32
1.21
0.1
`
1 16 1.58 4
2 16 1.58 4
3 Variable Length 16 1.58 4
4 16 1.58 4
5 16 1.58 4
6 16 1.58 4
7 0.65 16 1.58 4
8 16 1.58 4
9 16 1.58 4
10 16 1.58 4
11 16 1.58 4
12 16 1.58 4
13 16 1.58 4
14 16 1.58 4
15 16 1.58 4
16 16 1.58 4
0.01
16 1.58 26
6.1
16 1.58 13
1.27 1.28
4.1
0.1
.
1.28 16 1.58 39
0.1
1.28
0.01
5.45
16 1.58 26
0.54
0.26 0.26
16 1.58 13
0.61
0.61
4.7
0.1
16 1.58 13
3.8
0.2
1.86
0.1
2.9
16 1.58 13
0.79
0.1
0.1
2.09
Submerged Section
Bed 16 1.58 50
Wall 16 1.58 103
Manhole
0.1
2.87
16 1.58 22
0.76
0.76
0.76
1.01 16 1.58 11
1.01
1.58
0.1
16 1.58 22
3.81
1 1 16 1.58 11
1.1
0.1
16 1.58 20
1.13
0.1
1.13
0.1
1.3
12 0.89 23
0.1
0.1
0.4
0.4 1.10
12 0.89 23
1.59
1.25
12 0.89 23
1.47
0.40
0.1
0.1
1.1
12 0.89 23
0.10
0.1
12 0.89 23
0.7
0.1
0.7
0.3 16 1.58 14
0.3 0.3 0.3
0.6 0.3
Penstock Chamber
4.7
16 1.58 32
0.1
5.02 31.7264
4.88 30.8416
5.1 32.232
94.8
0.5 20.54
0.5 15.8
36.34
5.59 8.83
5.49 8.67
5.39 8.52
5.29 8.36
5.19 8.20
5.09 8.04
4.99 7.88
4.89 7.73
4.79 7.57
4.69 7.41
4.59 7.25
4.48 7.08
4.38 6.92
4.28 6.76
4.18 6.60
4.08 6.45
3.98 6.29
3.88 6.13
3.78 5.97
3.68 5.81
3.58 5.66
3.48 5.50
3.38 5.34
3.28 5.18
3.18 5.02
173.18
3.25 20.54
3.19 20.1608
3.12 19.7184
3.06 19.3392
2.99 18.8968
2.93 18.5176
2.86 18.0752
2.8 17.696
2.73 17.2536
2.67 16.8744
2.6 16.432
2.54 16.0528
2.47 15.6104
2.41 15.2312
2.34 14.7888
2.28 14.4096
2.21 13.9672
2.15 13.588
2.07 13.0824
2.02 12.7664
1.96 12.3872
1.89 11.9448
1.83 11.5656
1.76 11.1232
1.7 10.744
591.4256
5.1 193.392
5.1 128.928
4.8 288.192
610.512
5.6 645.904 silting chamber type-2 Sections A'-A'
3.65 311.418
3.35 285.822
3.725 235.42
3.775 238.58
3.82 193.1392
1264.3792
3.42 118.8792
6.64 167.8592
6.44 162.8032
2.54 128.4224
6.2 39.184
6.029 38.10328
5.824 36.80768
5.62 35.5184
5.415 34.2228
5.21 32.9272
5.06 31.9792
4.802 30.34864
4.597 29.05304
4.392 27.75744
4.188 26.46816
3.848 24.31936
3.807 24.06024
3.803 24.03496
3.799 24.00968
3.799 24.00968
6.11 250.9988
1311.76656
3.5 276.5
2.8 283.136
2.8 106.176
665.812
6.64 136.3856
3.36 207.0432
6 246.48
6.44 132.2776
5.96 122.4184
5.98 122.8292
967.434
1.87 147.73
1.87 304.3238
452.0538
3.73 129.6548
5.12 88.99
3.91 135.91
3.1 53.88
2.46 77.736
1.5 30.705
3.19 65.2993
3.12 63.8664
1.3 26.611
1.6 32.752
2.1 46.452
Sub -Total 751.85
4.9 247.744
3.12 246.48
Additional Works:
S.No. Descrition of Works Unit Quantity Rate Amount
Powerhouse Road mantananceby
2 Excavator Hr 4 6500 26000
Charakhola Kulo making And Land Clear
3 of Man B B C By Back Hoe Hr 10 2400 24000
Powerhouse Road mantanance by Back
4 hoe Hr 5 2500 12500
Total 62500
Remarks
Unit Qty Qty rate Amt Qty dis rate amt previouspresent total previou present
A CIVIL
A1 Weir, Intake and Floodwall for
1 weir 25m Excavation in Boulder
Earthwork m3 3,565.33 568.71 516.96 294,000.32 2,996.62 612.66 1,835,909.21 - -
2 Mix Soil
Backfilling by Earthmaterials m3 987.34 80.74 207.29 16,736.59 906.60 195.11 176,886.73 - -
3 Stone Soling in Foundation m3 99.44 47.78 3,526.48 168,495.21 51.66 3,323.88 171,711.64 - -
4 M10 Concrete Soling m3 64.05 31.86 9,413.63 299,918.25 32.19 9,425.50 303,444.55 - -
5 M25 Concrete PCC m3 582.96 95.02 10,329.91 981,548.05 487.94 17,437.17 8,508,292.73 52.06 52.06 907,810.98
6 M40 Concrete PCC m3 62.63 - 18,000.00 - 62.63 18,851.00 1,180,638.13 - -
7 M60 Concrete PCC m3 41.07 - 24,000.00 - 41.07 25,448.85 1,045,184.27 - -
8 Admixture kg 637.77 - 90.00 - 637.77 278.05 177,331.95 - -
9 Boulder Rip Rap m3 209.75 - 90.00 - 209.75 1,873.79 393,027.45 - -
10 Gabion Protection Structures m3 537.47 159.00 3,190.67 507,316.53 378.47 4,241.47 1,605,269.15 - -
11 M20 40% Plum Concrete m3 124.39 22.75 6,500.00 147,849.00 101.64 11,781.87 1,197,556.39 - -
12 Reinforcement kg ### ### 114.32 ### 47,292.35 111.22 5,259,855.17 6,802.20 6,802.20 756,540.26
13 River Bed Maerial Packing+ m3 172.96 58.04 3,526.48 204,676.90 114.92 3,323.88 381,967.49 46.55 46.55 154,733.26
sediment filling for compaction
14 Formworks m2 1,713.49 327.46 403.19 132,029.00 1,386.03 659.78 914,474.21 87.65 87.65 57,829.85
20 Protection Works - use of excavator hr 56.00 - 56.00 923.70 51,727.20 - -
for boulder protection
21 River diversion works (earth m3 198.00 - 522.73 2,827.65 1,478,097.48 522.73 522.73 1,478,106.91
excavation in boulder mix soil)
22 Dewatering hr 250.00 - 250.00 250.00 62,500.00 35.00 35.00 8,750.00
23 Debris clearing ( due to flood) hr 45.00 - 45.00 6,500.00 292,500.00 45.00 45.00 292,500.00
24 Admixture ( Quick set) kg 150.00 150.00 90.00 13,500.00 -
25 Admixture (Super plasticizer kg 50.00 50.00 120.00 6,000.00 -
@1.5%)
Subtotal A1 ### ### - - ###
-
A2 Gravel Trap & Spillway
1 Site Clearance m2 190.00 - - - 190.00 28.28 5,373.20 - -
2 Earthwork Excavation in Soft Soil m3 874.36 - - - 874.36 612.66 535,685.40 - -
3 Stone Soling in Foundation m3 25.53 - - - 25.53 3,323.88 84,858.66 - -
4 PCC 1:3:6, (M10) m3 17.16 - - - 17.16 9,425.50 161,741.58 - -
5 PCC 1:1.5:3, (M20) m3 81.43 - - - 81.43 13,195.70 1,074,525.85 - -
6 Formworks m2 235.39 - - - 235.39 659.78 155,305.61 - -
7 Reinforcement kg 5,700.00 - - - 5,700.00 111.22 633,954.00 - -
Subtotal A2 - ### - -
-
A3 Approach Canal
1 Earthwork in Excavation in soft soil m3 260.66 - - - 260.66 612.66 159,695.96 - -
A4 Desilting Basin
1 Site Clearance m2 528.00 528.00 24.87 13,131.36 - - -
2 Earthwork Excavation in BMS m 3
1,859.12 ### 516.96 961,092.74 - - -
3 Stone Soling in Foundation m3 67.92 67.92 3,526.48 239,507.94 - - -
4 PCC 1:3:6, (M10) m 3
44.76 44.76 9,413.63 421,335.25 - - -
5 PCC 1:1.5:3, (M20) m3 397.39 231.32 12,187.40 ### 166.07 13,195.70 2,191,400.66 95.35 95.35 1,258,168.61
6 Stone Masonry Works m 3
62.36 - 7,938.33 - 62.36 7,482.27 466,594.36 - -
7 Formworks m3 1,540.35 637.87 403.19 257,182.81 902.48 659.78 595,438.25 632.40 632.40 417,242.76
8 Reinforcement kg ### ### 114.32 ### 6,398.40 111.22 711,630.05 5,624.74 5,624.74 625,583.63
9 Admixture kg 800.00 - 800.00 282.76 226,208.00 - -
10 Canal Crossing (for irrigation Kulo) ### 1.00 - -
11 debris removal manually Md 691.00 691.00 776.30 536,423.30 691.00 691.00 536,423.30
12 backfilling Hr 27.00 27.00 6,500.00 175,500.00 9.00 9.00 58,500.00
Subtotal A4 ### ### - - ###
A5 Headrace Canal
1 Site clearance m2 4,020.00 ### 24.87 81,194.33 755.25 28.28 21,358.47 - -
2 Earthwork Excavation in Canal m3 ### ### 200.00 ### 8,000.00 282.76 2,262,080.00 7,869.26 7,869.26 2,225,111.25
3 Access roadExcavation in Boulder
Earthwork m3 ### ### 516.96 ### 3,985.37 612.66 2,441,676.78 - -
4 Mix Soil
Earthwork Excavation in Medium m3 669.90 529.15 1,865.59 987,176.95 140.75 1,131.06 159,196.70 - -
Rock Soil
5 Eathwork in back filling m3 6,504.63 ### 207.29 703,604.45 3,110.33 195.11 606,856.49 - -
6 0.15m Stone Soling in foundation m3 868.32 423.41 3,526.48 ### 444.91 3,323.88 1,478,827.45 - -
7 PCC 1:1.5:3, M20 m3 2,605.85 ### 12,187.40 ### 1,432.05 13,195.70 ### - -
8 Reinforcement kg ### ### 114.32 ### ### 111.22 ### - -
9 FormWork m2 ### ### 403.19 ### 9,719.79 659.78 6,412,925.69 - -
10 PCC 1:3:6, M10 (0.1m Conrete m3 48.60 48.60 9,413.63 457,502.42
11 Soling)
River Training Works
a Concrete (1:2:4) with 30% plum m3 232.50 232.50 5,818.42 ### -
b FormWork m2 47.00 47.00 403.19 18,949.93 -
c Gabion Protection Structure m3 473.80 473.80 3,190.67 ### -
d Earthwork in backfilling m3 334.60 334.60 207.29 69,359.23 -
e Earthwork Excavation m3 1,070.10 ### 516.96 553,198.90 -
A6Kholsi Crossing
1Budhi kholsi crossing
aSite clearance m2 30.00 - 30.00 28.28 848.40 - -
bEarthwork Excavation in Boulder m3 30.00 - 30.00 612.66 18,379.80 - -
cMix Soil
Earthwork Excavation in Medium m3 3.00 - 3.00 1,131.06 3,393.18 - -
Rock Soil
d Eathwork in back filling m3 6.00 - 6.00 195.11 1,170.66 - -
e 0.15m Stone Soling in foundation m3 5.47 - 5.47 3,323.88 18,181.62 - -
f PCC 1:2:4, M15 (0.1m Conrete m3 2.74 - 2.74 9,425.50 25,825.87 - -
g Soling)
PCC 1:1:2, M25 m3 34.37 - 34.37 17,437.17 599,315.53 - -
h Reinforcement kg 2,765.70 - 2,765.70 111.22 307,601.15 - -
i FormWork m2 61.92 - 61.92 659.78 40,853.58 - -
2 Other kholsi crossing
a Earth work in excavation in soft m3 45.60 45.60 356.53 16,257.77 -
b soil
gabion protection structure m3 118.00 118.00 3,190.67 376,499.06 -
c boulder riprap m3 9.13 9.13 1,949.25 17,796.65 -
d stone masonry m3 4.87 4.87 7,938.33 38,659.67 -
- -
A12 Day works ###
D TRANSMISSION LINE
D1 33 KV Line Complete Works
I Supply materials ex-works
1 11m Steel Telescopic poles nos 252.00 97.00 9,005.75 873,557.75 155.00 32,046.70 4,967,238.50 - -
2 33 KV Disc Insulator with tension set 756.00 - 756.00 2,639.14 1,995,189.84 - -
set(3 bolted type)
3 33kv Pin Insulator with insulator set 630.00 - 630.00 822.85 518,395.50 - -
4 spindle
HT Stay Insulator nos 140.00 - 140.00 502.85 70,399.00 - -
5 HTstay set nos 140.00 - 140.00 3,291.38 460,793.20 - -
7 Stay wire 7/8swg m 1,680.00 - 1,680.00 68.57 115,197.60 - -
8 Crossarm channel 125x nos 210.00 63.00 850.00 53,550.00 147.00 754.04 110,843.88 - -
9 65x6x300mm
Crossarm channel 125x65x nos 210.00 63.00 3,000.00 189,000.00 147.00 3,770.20 554,219.40 - -
10 6x1900mm
Crossarm channel 125x65x nos 84.00 - 84.00 6,315.08 530,466.72 - -
11 6x3300mm
Flat Bracing (40x760x6mm) nos 336.00 - 336.00 329.89 110,843.04 - -
12 Bracing Angle ( 50x50x5x2416 nos 168.00 126.00 300.00 37,800.00 42.00 2,827.65 118,761.30 - -
14 mm)
Brack Strap(60*6*410) nos. 252.00 - 252.00 377.02 95,009.04 - -
15 Pole Clamp for Top 300mm Arm nos 210.00 - 210.00 484.56 101,757.60 - -
16 Pole Clamp for 1900mm Arm nos 210.00 - 210.00 706.91 148,451.10 - -
17 Pole Clamp for Bracing Angle Top nos 84.00 - 84.00 565.53 47,504.52 - -
18 Pole Clamp for Bracing Angle nos 84.00 - 84.00 565.53 47,504.52 - -
19 Bottom
Stay clamp nos 140.00 - 140.00 377.02 52,782.80 - -
20 Nut bolts with washer lot 14.00 - 14.00 45,242.39 633,393.46 - -
21 100 sq mm ACSR conductor Km 44.10 - 44.10 ### 4,838,334.92 - -
III Erection, stringing and other Km 14.00 ### - 14.00 ### 2,559,965.52 - -
testing & commissioning charges
Subtotal D1 ### ### - -
Amount
total
-
-
-
-
907,810.98
-
-
-
-
-
-
756,540.26
154,733.26
57,829.85
-
1,478,106.91
8,750.00
292,500.00
###
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1,258,168.61
-
417,242.76
625,583.63
-
-
###
-
2,225,111.25
-
-
-
-
-
-
-
###
-
-
-
-
-
-
-
-
-
7,070.00
634,556.31
94,605.85
177,576.42
-
-
-
-
-
-
-
-
-
-
787,369.97
###
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
121,500.00
-
###
2 A1.12 Reinforcement kg
3 A1.14 Formworks
Divide Wall m2 1 9.71
weir Side Wall Right m2 1
5 Th cutoff m2 2 14
Intake m2 1 7.98
55
60 m3
1 20
80 m3 1 20
95 m3 1 15
5 A1.22 Dewatering Hr
Dewatering at Intake Hr 1
Dewatering at 5th Cutoff Hr 1
A4.8 Reinforcement kg
A4.12 backfilling Hr
6802.20
5.06 46.55
87.65
1.2 11.65
9.48 9.48
2.05 57.34
1.15 9.17
6.72 522.73
4.88 195.30
5.1 1.2 6.12 122.40
4.05 0.9 3.65 72.90
5.95 327.43
5.3 1.55 8.22 164.30
4.5 1.3 5.85 117.00
3.45 1.1 3.80 56.93
35.00
10.50
24.5
45.00
45.00
632.40
2.86 343.2
2.76 165.6
1.52 73.14
1.13 27.05
1.40 9.54
1.40 4.77
0.5 9.09
5624.74
691
7869.2575
44.001 5148.13
4.7 7 32.9
5.6 5 28
4.3 5 21.5
5.4 5 27
5.4 7 37.8
12.5 5.5 68.75
7.5 5.5 41.25
5.8 9 52.2
8.6 8 68.8
5.7 8 45.6
6.2 8 49.6
7.9 6 47.4
9 6 54
8.9 7 62.3
6.9 7 48.3
9.3 5 46.5
5.7 5 28.5
6.2 5.1 31.62
23.258 2721.13
4.7 3.46 16.25
5.6 3.48 19.48
4.3 3.48 14.96
5.4 3.36 18.13
5.4 3.03 16.38
12.5 2.72 33.98
7.5 2.76 20.69
5.8 3.99 23.13
8.6 3.58 30.79
5.7 3.75 21.39
6.2 3.77 23.37
7.9 3.36 26.53
9 3.54 31.85
8.9 3.26 29
6.9 3.49 24.05
9.3 2.38 22.14
250.00 250.00
1035.74
6.85 2.73 89.66
6.30 3.76 599.85
7.90 6.27 346.23
28.46
3.80 0.15 3.13
5.00 0.15 19.11
5.00 0.15 6.23
18.84
3.80 0.10 2.09
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg) Remarks
D/S Apron Weir Part
1 Top Bar Type 6 16 1.58 46 15.793 1147.84
SN Description Ø of bar (mm) Unit Wt.(Kg/m) No. of Bar Total Length (m) Quantity (Kg) Remarks
1 Headwork Destributatio 16 1.56 40 3.1 193.44 Undersluice intake side
2 Divide Wall on weir Dtion bar
20 2.47 20 3.536 174.68
Total 368.12
1079.51
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
3 Colum
12 0.89 52 3.115 143.98
Item No.3
Manually Descrition of Works Chainage Unit Skills
Debris
Cleaning
Date Debris Clean At Weir Headwork Md 4
6/28/2074 Debris Clean At Weir Headwork Md 4
6/29/2074 Debris Clean At Weir Headwork Md 4
6/30/2074 Debris Clean At Weir Headwork Md 4
6/31/2074 16
Total
Descrition of Works Chainage Unit Skills
Date Debris Clean At Weir Headwork Md 4
7/1/2074 Debris Clean At Weir Headwork Md 4
7/2/2074 Debris Clean At Weir Headwork Md 4
7/3/2074 Debris Clean At Weir Headwork Md 4
7/4/2074 Debris Clean At Weir Headwork Md 4
7/5/2074 Debris Clean At Weir Headwork Md 4
7/6/2074 Debris Clean At Weir Headwork Md 4
7/7/2074 Debris Clean At Weir Headwork Md 4
7/8/2074 Debris Clean At Weir Headwork Md 4
7/9/2074
7/10/2074
7/11/2074
7/12/2074 Debris Clean At Weir Headwork Md 4
7/13/2074 Debris Clean At Weir Headwork Md 4
7/14/2074 Debris Clean At Weir Headwork Md 4
7/15/2074 Debris Clean At Weir Headwork Md
7/16/2074 Debris Clean At Weir Headwork Md
7/17/2074 Debris Clean At Weir Headwork Md
7/18/2074 Debris Clean At Weir Headwork Md
7/19/2074 Debris Clean At Weir Headwork Md 4
7/20/2074 Debris Clean At Weir Headwork Md 4
7/21/2074 Debris Clean At Weir Headwork Md 4
7/22/2074
7/23/2074
7/24/2074 Debris Clean At Weir Headwork Md
7/25/2074 Debris Clean At Weir Headwork Md
7/26/2074 Debris Clean At Weir
7/27/2074 Debris Clean At Weir Headwork Md
7/28/2074 Debris Clean At Desender Desender Md
7/28/2074 Debris Clean At Weir Headwork Md
7/29/2074 Debris Clean At Desender Desender Md
7/29/2074 Debris Clean At Weir Headwork Md
7/30/2074 Debris Clean At Desender Desender Md
7/30/2074
60
Total
19 23
19 23
19 23
19 23
76 92
19 23
19 23
19 23
19 23
19 23
19 23
10 10
8 8
13
19 19
20 20
19 19
20 20
22 22
10 10
426 473
126
Details of Measurement
Contractor: Pro Solutions Pvt. Ltd.
Additional Works:
S.No. Descrition of Works Unit Quantity Rate Amount Remarks
Item No: 7 Landslide clearing and track cleaning along staff quarter to Budhikhola by Excavator
S.No. Descrition of Works In hour Remark
1 Earthwork Excavation in Boulder Mix Soil 10
Item No.9 Landslide Clearing,track cleaning etc by JCB at Head work Access Road
S.No. Descrition of Works In Hour Remarks
Landslide Clearing,track cleaning etc by JCB at
1 Head work Access Road 10