Dhanaura Water Supply Project

Salient Features of Project

A. General
1 Muncipality Bhajini
2 Ward No. 4,9
3 District Kailali
4 Type of Project Pumping
5 Number of schemes 1
B. Population
1 Survey Year Household (2020) No. 966
2 Survey Year Population (2020) No. 5796
3 Base Year Household (2023) No. 1,010
4 Base Year Population (2023) No. 6,061
5 Design Year Household (2038) No. 1,263
6 Design Year Population (2038) No. 7,578
7 Design Period Year 15.00
8 Annual Growth Rate (Assumed) % 1.5
C. Water Source/Water Demand
1 Number of Source No. 2
2 Type of Source Deep Tubewell
3 Designed Discharge Lps 18.00
4 Total Water Demand (Design Year) Lpd 625302.464193159
D. Project Components
1 Deep Tubewell with Submersible Pump Set No. 2
2 Borehole Platform No. 2
3 Total length of Pipeline Km 30.20
4 Air Valve Chamber No. 8
5 Surface Valve Box No. 109
6 GI Pipe Valve Box (For pipe ø up to 40 mm) No. 85
7 Office Building No. 1
8 Guard House No. 1
9 Toilet No. 1
10 Pumphouse No. 1
11 Household Connection No. 966
12 BoreHole to OHT Connection(300m) No. 1
E. Project Cost Data
1 Total Estimated Cost NRs. 112222859.67
2 Estimated Cost of Physical(Hardware) Components of Project NRs. 89188038.74
3 Estimated Cost of Software Components of Project NRs. 641575.00
4 Overhead and Contingencies NRs. 22393245.93
5 Average Per Capita Cost at Base Year (E1/A4) NRs. 18515.57
6 Average Per Capita Cost at Design Present Year (E1/A4) NRs. 14809.03
7 Per Litre Cost NRs.
8 Per Meter Cost NRs. 3,715.99
9 Community Contribution:
Total Contribution (as per details) NRs. 316 53 498.12
Upfront Cash Contribution (1% of E2) NRs. 8 91 880.39
Labour/Materials/Cash Contribution NRs. 307 61 617.73
Percent of Total contribution % 35.49
 Chaumala Water Supply Project
Salient Features of Project
A. General
1 Muncipality Gauriganga
2 Ward No. 1,2
3 District Kailali
4 Type of Project Pumping
5 Number of schemes 1
B. Population
1 Survey Year Household (2019) No. 2,269
2 Survey Year Population (2019) No. 11,668
3 Base Year Household (2020) No. 2,372
4 Base Year Population (2020) No. 12,201
5 Design Year Household (2035) No. 2,966
6 Design Year Population (203) No. 15,254
7 Design Period Year 15.00
8 Annual Growth Rate (Assumed) % 1.5
C. Water Source/Water Demand
1 Number of Source No. 3
2 Type of Source Deep Tubewell
3 Designed Discharge Lps 44.96
4 Total Water Demand (Design Year) Lpd 3,884,544
D. Project Components
1 Deep Tubewell with Submersible Pump Set No. 3
2 Borehole Platform No. 3
3 Overhead R.C.C. Water Tank -450 m3 No. 1
4 Total length of Pipeline Km 30.20
5 Air Valve Chamber No. 8
6 Surface Valve Box No. 32
7 GI Pipe Valve Box (For pipe ø up to 40 mm) No. 22
8 Operator's Building No. 1
9 Pump House No. 3
10 Household Connection No. 2,269
11 BoreHole to OHT Connection(300m) No. 1
E. Project Cost Data
1 Total Estimated Cost NRs. #REF!
2 Estimated Cost of Physical(Hardware) Components of Project NRs. #REF!
3 Estimated Cost of Software Components of Project NRs. 641575.00
4 Overhead and Contingencies NRs. #REF!
5 Average Per Capita Cost at Base Year (E1/A4) NRs. #REF!
6 Average Per Capita Cost at Design Present Year (E1/A4) NRs. #REF!
7 Per Litre Cost NRs. #REF!
8 Per Meter Cost NRs. #REF!
9 Community Contribution:
Total Contribution (as per details) NRs. #REF!
Upfront Cash Contribution (1% of E2) NRs. #REF!
Labour/Materials/Cash Contribution NRs. 307 61 617.73
Percent of Total contribution % #REF!
 Dhanaura Water Supply Project
Summary of Project Costs
Total
S. Rate per Unit
Description of Items Unit
No. Quantity Amount ( Rs. )
Rs.
A Project Preparation, Appraisal, Community Education and Awareness Program
1 Detailed Survey and Design No. 1 65 000.00 1 1 65 000.00
2 Initial Environmental Examination (IEE) No. 1 65 000.00 1 1 65 000.00
3 Project Preparation, Appraisal, and Community Preparation % 7 700.00 100 7 700.00
4 Pre-Construction Training No. 20 350.00 1 20 350.00
5 Motivator's Training No. 3 960.00 2 7 920.00
6 VMW's Training No. 3 960.00 4 15 840.00
7 Post Construction Training No. 9 900.00 1 9 900.00
8 Sanitation Programme-Awareness Program % 100 2 49 865.00
Total (A) 6 41 575.00
B Physical Components
B1 Construction Works
1 Drilling and Installation of Deep Tubewell No. 24 80 550.74 2 49 61 101.48
2 Supply and Installation of Pump and Pumping Main % 29 08 122.80 100 29 08 122.80
3 Supply and Installation of Electrical Accessories % 838708.6 100 8 38 708.60
4 Borehole Platform No. 154991.2 2 3 09 982.40
5 Overhead R.C.C. Water Tank -225 m3 No. 135 25 150.38 1 135 25 150.38
6 Airvalve Chamber No. 20 535.89 8 1 64 287.12
7 Surface Valve Box No. 5 520.55 109 6 01 739.95
8 GI Pipe Valve Box (For pipe ø up to 40 mm) No. 2 648.57 85 2 25 128.45
9 Office Building No. 133 56 011.08 1 133 56 011.08
10 Guard House No. 30 88 682.48 1 30 88 682.48
11 Toilet No. 5 89 023.55 1 5 89 023.55
12 Pumphouse No. 7 76 004.56 1 7 76 004.56
13 OHT Compound Wall % 31 75 083.58 1 31 75 083.58
14 Trench Excavation and Refilling in Distribution Pipeline Km 30.20 188 47 022.03
15 Pipe laying and Jointing Km 30.20 18 61 742.80
16 Household Connection No. 12 333.95 966 119 14 595.70
Total (B1) 77,142,386.96
B2 Supply of Materials and Equipments
1 Supply of Pipes km - 10,466,496.05
2 Supply of Fittings 100 1,381,481.84
3 Supply of Tools and Plants % 1 97 673.89 100 197,673.89
Total (B2) 12,045,651.78
Total B (B1+B2) 89,188,038.74
Total (A+B) 89,829,613.74
C Overhead and Contingencies
1 Miscellaneous Contingencies @ 5% of Total (A+B) 4,491,480.69
2 Price Contingencies @ 10% of Total (A+B) 8,982,961.37
3 Physical Contingencies @ 10% of Total (B) 8,918,803.87
Total (C) 22,393,245.93
GRAND TOTAL(A+B+C) 112,222,859.67
 Chaumala Water Supply Project
Summary of Project Costs
Total
S. Rate per Unit
Description of Items Unit
No. Quantity Amount ( Rs. )
Rs.
A Project Preparation, Appraisal, Community Education and Awareness Program
1 Detailed Survey and Design No. 1 65 000.00 1 1 65 000.00
2 Initial Environmental Examination (IEE) No. 1 65 000.00 1 1 65 000.00
3 Project Preparation, Appraisal, and Community Preparation % 7 700.00 100 7 700.00
4 Pre-Construction Training No. 20 350.00 1 20 350.00
5 Motivator's Training No. 3 960.00 2 7 920.00
6 VMW's Training No. 3 960.00 4 15 840.00
7 Post Construction Training No. 9 900.00 1 9 900.00
8 Sanitation Programme-Awareness Program % 100 2 49 865.00
Total (A) 6 41 575.00
B Physical Components
B1 Construction Works
1 Drilling and Installation of Deep Tubewell No. 24 80 550.74 3 74 41 652.22
2 Supply and Installation of Pump and Pumping Main % 29 08 122.80 100 29 08 122.80
3 Supply and Installation of Electrical Accessories % 838708.6 100 8 38 708.60
4 Borehole Platform No. 154991.2 3 4 64 973.60
5 Overhead R.C.C. Water Tank -450 m3 No. #REF! 1 #REF!
6 Airvalve Chamber No. 20 535.89 8 1 64 287.12
7 Surface Valve Box No. 5 520.55 32 1 76 657.60
8 GI Pipe Valve Box (For pipe ø up to 40 mm) No. 2 648.57 22 58 268.54
9 Operator's Building No. 34 81 732.69 1 34 81 732.69
10 Pumphouse No. 7 76 004.56 3 23 28 013.68
11 OHT Compound Wall % 28 58 470.24 1 28 58 470.24
12 Trench Excavation and Refilling in Distribution Pipeline Km 30.20 188 47 022.03
13 Pipe laying and Jointing Km 30.20 18 61 742.80
14 Household Connection No. 12 333.95 2269 279 85 732.55
15 BoreHole to OHT Connection(300m) No. 17 78 968.16 1 17 78 968.16
Total (B1) #REF!
B2 Supply of Materials and Equipments
1 Supply of Pipes km 32.66 180 38 578.48
2 Supply of Fittings % 100 5 800.00
3 Supply of Tools and Plants % 1 97 673.89 100 1 97 673.89
Total (B2) 182 42 052.37
Total B (B1+B2) #REF!
Total (A+B) #REF!
C Overhead and Contingencies
1 Miscellaneous Contingencies @ 5% of Total (A+B) #REF!
2 Price Contingencies @ 10% of Total (A+B) #REF!
3 Physical Contingencies @ 10% of Total (B) #REF!
Total (C) #REF!
GRAND TOTAL(A+B+C) #REF!
 Dhanaura Water Supply Project
Breakdown of Contributions

Total Cost Contribution, Rs.

S. No. Description Community
GON
Rs. Items
Upfront Cash Contribution
Pipeline Trench Excavation and
1 Hardware Components 89188038.74 57534540.62
Refilling
Household Connection
Structures

Total 89188038.74 57534540.62

2 Software Components 641575.00 641575.00

Overhead and
22393245.93 22393245.93
3 Contingencies

Total 112222859.67 80569361.55

Percent of Total 100.00 64.51

ct

bution, Rs.
Community
Costs
891880.39

18847022.03

11914595.70
0.00

31653498.12

31653498.12

35.49
 Table 4.1 : Sustainibility Analysis

A.Manpower Cost
Salary per month Salary per year
S.No. Title No. of Person
Rs. Rs.
1 Accountant cum Manager 1 13000 169000
2 Pump Operator 1 11000 143000
3 Assitant Pump Operator 8500 0
4 Plumber 1 8500 110500
5 Meter Reader 1 8500 110500
6 Chowkidar/ Helper 1 7500 97500
Sub-Total 630,500.00

B.Energy Cost
Total unit per Rate per unit Cost per Year
S.No. Description
Year KWH Rs. Rs.
Electricity cost for runnning
131400 4.5 591300
1 pumps @6 hours per day
@ 7.5 % of
2 Transformer charge 44348
electricity cost
Sub-Total 635648

C.Electro-Mechanical Cost
Initial cost of Rate of Depreciation
S.No. Item Cost per Year Rs.
Item Rs. per Year Rs.

1 Depreciation cost of pump 450000 20% of initial cost 90000

2 Depreciation cost of transformer 450000 10% of initial cost 45000
10% of total cost of Item No.1 and Item
3 Unforeseen cost 13500
No.2
Maintenance of electromechanical 10% of total cost of Item No.1 and Item
4 14850
equipments No.2 and Item No.3
Sub-Total 163350

D. O/M, Repair and Miscellaneous Cost

S.No. Description Project Cost Rs. Cost per Year Rs.
Operation, maintenance and repair of the system @
891880
1 1% of total project cost per Year
89188038.74
Miscellaneous cost (stationary, telephone, rent, 222970
2 allowances etc.) @ 0.5% of project cost per Year
Sub-Total 1114850

Total (Rs.) 2544348

Sustainability Funds
1 Fund for Emergency (@5% of Total) 127217
2 Fund for Capital Investment (@10% of Total) 254435

Grand Total (Rs.) 2926000

Total number of Household Connections 966

Revenue per Household Connection per Month 252
 ABSTRACT OF COSTS

Name of Project: Dhanaura Water Supply Project

Name of Work: Drilling and Installation 250/200 mm diameter Deep tubewell by Rig Machine
(Using appropriate drilling method)
Unit Rate Total Cost
S.No. Description of Work Quantity Unit Remarks
Rs. Rs.
A Section A : Mobilization/ Demobilization
Mobilization of drilling machine , Equipment, accessosories
1 & Crew including the hire charge of truck and crane for 1.00 Job 56925.00 56925.00
lifting heavy loads and demolization on completion.
2 Rig Setting up and preparation of mud pit . 1.00 Job 7728.00 7728.00
3 Camp setting up and preparation including site clearance . 1.00 Job 6854.00 6854.00
Assembling, Centralising & sinking of guide pipe of size
4 10.00 m 5051.23 50512.30
22'' dia to a depth of 10 m .
5 Vertical Electric sounding test for conforming aquifer . 1.00 No 12650.00 12650.00
Total Section " A " 134669.30
B Section B Boring and testing
Drilling of pilot hole by standard bit ranging from 7 5/8'' to
9 7/8'' dia for first 100 m in Hard formation using rotary /
1 125.00 m 2291.83 286478.75
percussion method And Collection of Lithological samples
at every 2 m depth
Electrical logging for full depth of drilled pilot hole
2 1.00 Job 9191.72 9191.72
( resestivity test) .
Reaming of the hole in Haed formation (first & second
3 Reaming) by std bit above 9 7/8'' and below 17 1/2'' dia for 125.00 m 1611.76 201470.00
first initial depth of 100 m .
Reconditioning of bore hole before lowering of pipe
4 125.00 m 168.08 21010.00
assembly 6/12'' dia to a depth upto 100 m and beyond .
Lowering of pipe assembly of 200 to 250mm dia. to a depth
5 125.00 m 148.76 18595.00
of 100 m .
6 Supply and packing of 4-8 mm dia pea gravels . 11.30 Cu. m. 0.00 0.00
Well cementation of top 2.50 m depth P.C.C. of ( 1:2:4)
7 1.84 Cu. m. 14869.28 27359.48
dia 1m .

8 50mm Dia MC. G I pipe for gravel packing . 12.00 Rm 992.45 11909.40

Total Section " B " 576014.35

C Section C Suply of well meterials
Supply and Installation of 250mm ND mild steel ERW
1 housing pipe of thickness 7 mm or above having bevelled 50.00 m 10648.00 532400.00
ends .
Supply and Installation of 200mm ND mild steel ERW
2 casing pipe of thickness 7 mm or above having bevelled 51.00 m 7986.00 407286.00
ends .
Supply and Installation of 200mm ND mild steel slotted
pipe of thickness 7 mm with slots of size 1.6mm * 75mm
2 24.00 m 9317.00 223608.00
and percentage opening minimum 15% having bevelled
ends .
4 Supply and Installation of MS reducer 250/200 mm dia . 1.00 No 2420.00 2420.00
Miscellaneous ( MS well cap, , Elbow ,Flange , cross bar,
5 1.00 Set 9075.00 9075.00
centralizer, bottom plug , clamps,etc.
Total Section " C " 1174789.00
D Section D Well Development
Well development by drilling Rig machine for well size of 6'' -12''
1
dia (back washing and inner wasing) .
125.00 m 376.20 47025.00

Well development by drilling Rig machine for well size of 6'' -12''
2
dia ((water jetting ) .
125.00 m 176.00 22000.00

Well development by compressor machine for well size of 6'' -12''

3
dia ( Hiw. 72 hrs) .
72.00 Hours 1182.50 85140.00
4 Well development by pump 6'' - 12'' dia (24 hrs. ) . 24.00 Hours 2552.00 61248.00
5 Pumping test by suitable pump (100mm dia ) .

a. Drawdwon test (24 hrs. ) . 1.00 well 34595.00 34595.00

b.step drawdwon test (at least 4 steps to 36 hrs ) . 1.00 well 34716.00 34716.00
c. Recovery test (for 12 hrs. ) . 1.00 well 15796.00 15796.00
6 Water quality test ( parameters as per NS DWQ ) . 1.00 L. S. 3685.00 3685.00
Submission of well completion report with , pumping test analysis
7
& water quality analysis report .( 3 Copies )
1.00 Job 5500.00 5500.00
Total Section " D " 309705.00
Total ( A+B+C+D) 2195177.65
Value Added Tax (VAT) @ 13% of Total 285373.09
Grand Total 2480550.74
 Abstract of Cost
Name of Project: Dhanaura Water Supply Project
Name of Work: Pipe piece and Pipe Fittings for Distribution Pipelines

Description Quantity
Total Unit
Air Pipeline Quantity Rate,Rs Amounts,Rs
S.No. Unit Washout
Structures Junctions valve End
valves
s Points
No of structure 18 3 4 15
150 mm GI Medium class pipe
1 piece-90 cm long pc 9 9 1392.30 12530.70

125 mm GI Medium class pipe

2 piece-90 cm long pc 6 1 7 1293.30 9053.10

100 mm GI Medium class pipe

3 piece-90 cm long pc 6 1 7 990.00 6930.00

80 mm GI Medium class pipe piece-

4 90 cm long pc 7 1 8 666.90 5335.20

65 mm GI Medium class pipe piece-

5 90 cm long pc 1 1 536.40 536.40

50 mm GI Medium class pipe piece-

6 90 cm long pc 2 2 420.30 840.60

40 mm GI Medium class pipe piece-

7 90 cm long pc 3 3 306.00 918.00

32 mm GI Medium class pipe piece-

8 90 cm long pc 1 1 265.50 265.50

25 mm GI Medium class pipe piece-

9 90 cm long pc 2 2 204.30 408.60

20 mm GI Medium class pipe piece-

10 9 cm long pc 1 1 134.10 134.10

160 mm dia HDPE-2.5 kg/cm2 pipe

11 piece 45 cm long pc 0 0 0.00

200 mm HDPE pipe Saddle with

12 32/40/50 mm branched nipple pc 2 2 2970.00 5940.00

125 mm HDPE pipe Saddle with

20 32/40/50 mm branched nipple pc 1 1 914.00 914.00

110 mm HDPE pipe Saddle with

21 20/25 mm branched nipple pc 4 4 555.00 2220.00

90 mm HDPE pipe Saddle with 20

22 mm branched nipple pc 4 4 450.00 1800.00

75 mm HDPE pipe Saddle with 20

23 mm branched nipple pc 2 2 410.00 820.00

63mm HDPE Saddle with 20 mm

24 Branched Nipple pc 3 3 315.00 945.00
250 mm ISOD MS Flange with
25 HDPE adapter & gasket Set 2 2 6017.00 12034.00
DN 250/200 mm DI Reducer
26 Double Flanged pc 2 2 14282.00 28564.00
DN 250/250/100 mm DI un equal
27 Tee all flanged pc 2 2 23153.00 46306.00
28 65 mm GI/GI Flange set 0 0.00
29 150/200 GI/HDPE Flange set 6 6 5200.00 31200.00
30 150/180 GI/HDPE Flange set 2 2 4200.00 8400.00
Name of Project: Dhanaura Water Supply Project
Name of Work: Pipe piece and Pipe Fittings for Distribution Pipelines

Description Quantity
Total Unit
Air Pipeline Quantity Rate,Rs Amounts,Rs
S.No. Unit Washout
Structures Junctions valve End
valves
s Points
No of structure 18 3 4 15
31 150/160 GI/HDPE Flange set 8 8 3400.00 27200.00
32 125/140 GI/HDPE Flange set 8 8 3200.00 25600.00
33 100/125 GI/HDPE Flange set 0 0 2600.00 0.00
34 100/110 GI/HDPE Flange set 7 7 2400.00 16800.00
35 80/90 GI/HDPE Flange set 8 2 10 1650.00 16500.00
36 65/75 GI/HDPE Flange set 2 2 4 1350.00 5400.00
37 50/63 mm brass union set 3 3 6 1472.00 8832.00
38 40/50 mm brass union set 3 3 6 870.00 5220.00
39 32/40 mm brass union set 2 2 603.00 1206.00
40 25/32 mm brass union set 1 1 426.00 426.00
41 20/25 mm brass union set 2 2 4 383.00 1532.00
42 15/20 mm brass union set 1 2 3 180.00 540.00
43 150 mm GI union set 9 9 5500.00 49500.00
44 125 mm GI union set 6 2 8 2075.00 16600.00
45 100 mm GI union set 6 2 8 1512.00 12096.00
46 80 mm GI union set 7 2 9 1335.00 12015.00
47 65 mm GI union set 1 1 570.00 570.00
48 50 mm GI union set 2 2 500.00 1000.00
49 40 mm GI union set 3 3 400.00 1200.00
50 32 mm GI union set 1 1 300.00 300.00
51 25 mm GI union pc 0 0 220.00 0.00
52 20 mm GI union 2 2 165.00 330.00
53 15 mm GI union 1 1 115.00 115.00
54 150 mm GI elbow pc 2 2 500.00 1000.00
55 150 mm GI Nipple pc 19 19 1700.00 32300.00
56 125 mm GI Nipple pc 8 2 10 1475.00 14750.00
57 100 mm Gi Nipple pc 7 2 9 446.00 4014.00
58 80mm Gi Nipple pc 14 2 2 18 378.00 6804.00
59 65mm Gi Nipple pc 4 2 6 272.00 1632.00
60 50mm Gi Nipple pc 9 8 17 250.00 4250.00
61 40mm Gi Nipple pc 9 3 12 200.00 2400.00
62 32mm Gi Nipple pc 4 4 150.00 600.00
63 25mm Gi Nipple pc 1 1 130.00 130.00
64 20mm Gi Nipple pc 5 2 7 110.00 770.00
65 15 mm Gi Nipple 3 2 5 77.00 385.00
66 150/100 mm GI reducing socket pc 1 1 1010.00 1010.00
67 125/100 mm GI reducing socket pc 2 2 655.00 1310.00
68 80/65 mm GI reducing socket pc 1 1 600.00 600.00
69 32/25 mm GI reducing socket pc 1 1 600.00 600.00
70 150/150/150 GI equal tee pc 1 1 3000.00 3000.00
71 100/100/80 GI unequal tee pc 1 1 4500.00 4500.00
72 100/80/50 GI unequal tee pc 2 2 6800.00 13600.00
73 150/150/125 GI unequal tee pc 1 1 4500.00 4500.00
74 125/80/20 GI unequal tee pc 1 1 4000.00 4000.00
75 80/80/32 GI unequal tee pc 1 1 3000.00 3000.00
Name of Project: Dhanaura Water Supply Project
Name of Work: Pipe piece and Pipe Fittings for Distribution Pipelines

Description Quantity
Total Unit
Air Pipeline Quantity Rate,Rs Amounts,Rs
S.No. Unit Washout
Structures Junctions valve End
valves
s Points
No of structure 18 3 4 15
76 150/150/65 GI unequal tee pc 1 1 3000.00 3000.00
77 150/150/15 GI unequal tee pc 1 1 2000.00 2000.00
78 125/125/50 GI unequal tee pc 1 1 2000.00 2000.00
79 150/125/20 GI unequal tee pc 1 1 3000.00 3000.00
80 125/100/40 GI unequal tee pc 1 1 4500.00 4500.00
81 80/40/40 GI unequal tee pc 1 1 4000.00 4000.00
82 150/150/20 GI unequal tee pc 0 3000 0.00
83 80/80/20 GI unequal tee pc 0 3000 0.00
84 150 mm CIDF Sluice Valve pc 5 5 14200 71000.00
85 125 mm CIDF Sluice Valve pc 3 1 4 12000 48000.00
86 100 mm CIDF Sluice Valve pc 2 1 3 9200 27600.00
87 80 mm CIDF Sluice Valve pc 5 1 6 6800 40800.00
88 65 mm CIDF Sluice Valve pc 1 1 5700 5700.00
89 50 mm Gate valve pc 3 3 5500 16500.00
90 40 mm Gate valve pc 3 3 3567 10701.00
91 32 mm gate valve pc 1 1 2624 2624.00
92 20 mm Gate valve 0 0 1143 0.00
93 15 mm Gate valve 2 2 832 1664.00
94 20 mm CI Air Valve pc 0 3880 0.00
95 150 mm dia D.I. Surface Valve box set 14 3 17 4599 78183.00
96 100 mm dia G.I. Pipe Valve box set 4 4 4735.5 18942.00
97 Valbox Key pc 14 14 657.3 9202.20
98 50 mm GI End Cap pc 8 8 250 2000.00
99 40 mm GI End Cap pc 3 3 195 585.00
100 32 mm GI End Cap pc 0 0 175 0.00
101 25 mm GI End Cap pc 0 0 90 0.00
102 20 mm GI End Cap pc 2 2 70 140.00
103 15 mm GI End Cap pc 2 2 39.5 79.00
Sub-Total : 836452.40
10 % For unforseen items 83645.24
Total 920097.64
Transportation @ 2.5% 23002.44
Total after transportation 943100.08
VAT @ 13 % 122603.01
Total Cost of Procurement 1065703.09
325
 ABSTRACT OF COSTS

Name of Project: Dhanaura Water Supply Project

Name of Work: Suppy and Installation of Pump and Pumping Main (for Two Tube Well )
Unit Rate Total Cost
S.No. Description of Works Quantity Unit Remarks
Rs. Rs.
8'' KSB BPHA 384/4D+ HBC 413 submersible
pumpset complete with motor cabling and other
1 2 set 450000 900000 1 for Spare
accessories for nominal 1800 lpm yield and 84 m
total pumping head

Control panel board for above pump with suitable

2 1 set 172500 172500
automatic starter and all accessories containing
dry run, single phasing prevention
3 DN 125 mm GI medium class pipe for riser 54 m 2000 108000

4 DN 150 mm DI socketed (K9) pipe for pumping 60 m 5500 330000

main
5 Pipe fittings
DN 150x125 mm DI Double Flanged Reducer 1 pc 6000 6000
DN 150 mm 45o Bend Double Flanged 1 pc 6800 6800
DN 150 mm Single Flanged Tail Piece 1 pc 5800 5800
DN 150 mm DI Mechanical Coupling 1 pc 10000 10000
DN 125 mm GI Nipple (200 mm) 25 pc 1450 36250
DN 125 mm GI Flanged with rubber gasket 1 set 2400 2400
DN 125 mm Non-Return Valve (C.I.D.F) 1 pc 12800 12800
DN 125 mm ISOD MS Flanged with Ring 1 set 1750 1750
Rubber Gasket
DN 125 mm Bulk Water Meter 1 pc 57800 57800
Nut Bolt and Washer 1 lot 5100 5100
6 Pressure gauge with all accessories 220 no. 3100 682000
Supply and installation of 4 core 16 mm2 copper
7 2 m 1200 2400 Star/delta
armoured cable
sub-total 2339600
Installation, testing and commissioning of pump,
8 riser pipe and pumping main including all fittings @ 5% of sub-total 116980.00
and accessories all complete
9 Miscellaneous unforseen items @ 5% of sub-total 116980.00
Total 2573560.0
Value Added Tax (VAT) @ 13% of Total 334562.8
Grand Total 2908122.8
 ABSTRACT OF COSTS

Name of Project: Dhanaura Water Supply Project

Name of Work: Supply and Installation of Electrical Accessories
Unit Rate Total Cost
S.No. Description of Works Quantity Unit Remarks
Rs. Rs.
Extension of 11 KV electric line from Central
Grid to pumping station site including supply
1 0.3 km L.S. 35000.00
and installation of pole, wire etc. and testing and
commissioning all complete
2 Concrete Electric Pole 8 m long 6 6100 36600.00
3 Supply and installation of Electric Transformer 1
3.1 Supply of electrical accessories:
a) 11/0.4 KV 50 KVA electric transformer
1 set 450000.00 450000.00
complete set(Neek)
b) Transformer Platform all complete 1 set 35000.00 35000.00
c) M.C.B. (30 Amp D.P.) 2 no. 1260 2520.00
d) Kwh Meter 2 no. 13500 27000.00
e) 11 KV G.O.A.B. switch 2 set 24500 49000.00
f) 11 KV Dropout fuse 2 set 12500 25000.00
g) 24"x20"x08" Metallic Meter Box for 3 phase
1 set 11500 11500.00
meter
h) Lightning arrestor 1 set 11500 11500.00
i) Earthing set with conducter 1 set 8500.00 8500.00
2.2 Installation of electrical accessories:
a) 11/0.4 KV 50 KVA electric transformer 1 set 7500 7500.00
b) Installation of Earthing set 1 set 2500 2500.00
c) Installation of 11 KV G.O.A.B. switch 2 set 3500 7000.00
d) Energy Meter connection charge 2 set 650 1300.00
e) 11 KV HT shutdown charge 2 hr 1150 2300.00
f) Installation of lightning arrestor 1 set 1000 1000.00
g) Installation of 11 KV Dropout fuse set 2 set 1500 3000.00
h) Testing charge for 100 KVA Transformer 1 set 6000 6000.00
2.3 Miscellaneous unforseen items L.S. lot 20000.00
Total 742220.00
Value Added Tax (VAT) @ 13% of Total 96488.6
Grand Total 838708.6
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Borehole Platform
Rate Per Unit
Total Cost
S.No. Description of Works Quantity Unit (including CP) Remarks
Rs.
Rs.
1 Site Clearance 12.40 sqm 98.56 1222.14

2 Earthwork in excavation in ordinary soil 2.30 cum 615.94 1416.66

3 Flat Brick soling with sand in foundation 4.84 sqm 1067.87 5168.49

4 Brick soling on edge with sand in base 4.00 sqm 1848.60 7394.40

5 First class brick work in 1:4 cement mortar: 0.69 cum 15745.69 10864.53

6 P.C.C. 1:3:6 (M10) in foundation 0.28 cum 13426.64 3759.46

7 P.C.C. 1:2:4 (M15) in tie beam and platform 1.67 cum 16490.55 27539.22

Reinforcement bar for RCC work including

8 cutting, bending, placing in position and 225.45 kg 129.56 29209.30
binding as per drawings and specifications

Formwork for PCC/RCC work including

9 selection and collection of materials, cutting, 8.64 sqm 1096.10 9470.30
nailing, fixing in position and removal and
disposal after completion all complete

10 12.5mm thick plaster in 1:4 cement mortar 11.26 sqm 357.61 4026.69

11 Supply and fixing gantry for chain pulley:

a) Procurement of materials -
100 mm Ø Heavy Class GI Pipe 9.60 m 1796 17241.60
100 mm Ø GI Socket 4.00 nos. 949.00 3796.00
100 mm Ø GI Elbow 2.00 nos. 1227 2454.00
250x250x12 mm MS Base Plate 4.00 nos. 1800 7200.00
12 mm Ø 150 mm long Nut Bolt 8.00 nos. 27.0 216.00

b) Transportation of materials up to site 1.00 job 1545.38

(@ 5% of material cost)
c) Installation and fixing accessories 1.00 job 4636.14
(@ 15% of material cost)
Total 137160.31
Value Added Tax (VAT) @ 13% of Total 17830.8403
Grand Total 154991.15
 COST ESTIMATE

Name of Project: Dhanaura Water Supply Project

Name of the Work: R.C.C. Over Head Tank 450 Cum

S. No. Description Quantity Unit Rate Amount

1 Site clerance #REF! m2 98.56 #REF!
2 Earth work in excavation for foundation
m3 769.93 #REF!
in Hard Soil #REF!
3 Brick soling in foundation #REF! m3 1,848.60 #REF!
4 Sand filling in foundation #REF! m 3
3,550.76 #REF!
5 250 mm thick Plain cement concrete
work in foundation P.C.C. M 10 (1:3:6)
#REF! m3 13,426.64 #REF!
6 Cement concrete work in foundation in
(1:1.5:3) for R.C.C. work for

a) Foundation & column below GL #REF! m3 18,325.05 #REF!

7 Cement concrete work for RCC (1:1.5:3)
M 20
i) M20 (1:1.5:3) R.C.C. in up to 4 m #REF! m3 18,325.05 #REF!
ii) M20 (1:1.5:3) R.C.C. in up to 8 m #REF! m 3
20,717.05 #REF!
iii) M20 (1:1.5:3) R.C.C. in up to 12 m #REF! m 3
21,913.05 #REF!
iv) M20 (1:1.5:3) R.C.C. in up to 16 m #REF! m 3
24,305.05 #REF!
v) M20 (1:1.5:3) R.C.C. in up to 20 m #REF! m 3
25,501.05 #REF!
8 Cement concrete work M20 with 2% of
water profing compound for dome slab
cylindrical wall & stair case above 20 m
#REF! m3 26,697.05 #REF!
9 Supply & painting of anti-corrosive paint
over inside surface of water tank
#REF! m2 370.70 #REF!
10 Erecting, centering and shuttering of
formwork for R.C.C.

a) Foundation #REF! m2 736.28 #REF!

b) Columns
i) Upto height 4.00m #REF! m2 1,096.10 #REF!
ii) From ht 4.00m - 8.00m #REF! m2 1,402.39 #REF!
iii) From ht 8.00m - 12.00m #REF! m 2
2,194.51 #REF!
iv) From ht 12.00m - 16.00m #REF! m 2
2,954.63 #REF!
v) From ht 16.00m-20.00m #REF! m 2
3,320.24 #REF!
c) Bracing beams
i) bracing beam at o m height #REF! m2 736.28 #REF!
ii) bracing beam at 4 m height #REF! m 2
1,096.10 #REF!
iii) bracing beam at 8 m height #REF! m2 1,402.39 #REF!
iv) bracing beam at 12 m height #REF! m 2
2,194.51 #REF!
v) bracing beam at 16 m height #REF! m 2
3,320.24 #REF!
d) Tank from height 20 m to 26 m #REF! m 2
3,118.07 #REF!
e) staircase
i) up to 4 m height #REF! m2 1,096.10 #REF!
S. No. Description Quantity Unit Rate Amount

ii) from 4 m to 8 m height #REF! m2 1,402.39 #REF!

iii) from 8 m to 12 m height #REF! m2 2,194.51 #REF!
iv) from 12 m to 16 m height #REF! m 2
2,954.63 #REF!
v) from16 m to 20 m height #REF! m 2
3,320.24 #REF!
vi) from 20 m to 22 m height #REF! m 2
3,118.07 #REF!
11 Fe 500 bar Reinforcement work #REF! Kg 129.56 #REF!
12 12.5 mm thick outside cement plaster in
(1:4) cement sand mortar:
#REF! m2 357.61 #REF!
13 20 mm thick cement plaster (1:3) inside
water tank with water profffing
#REF! m2 497.38 #REF!
13A 3 mm thick Net Punning work in cement
(1:1) inside water tank
#REF! m2 219.08 #REF!
14 Water-proof snow Cement paint-total
area of outside plaster
#REF! m2 370.70 #REF!
15 40 mm dia. medium class G.I. Pipe
railing balcony and stair case
#REF! r.m. 514.80 #REF!
16
Supplying and fixing 150mm wide G I.
water stopper #REF! r.m. 880.00 #REF!
17 Supply and installation of inspection
ladder from balcony to the top of dome
and further to inside bottom of water tank
#REF! Kg. 133.10 #REF!
18 Two coat readymade enamel paint over
one coat of primer all around the railing
pipe and inspec. Steel Ladder
#REF! m2 307.74 #REF!
19 Supply and installation of lighting arrestor
#REF! set 12,650.00 #REF!
20 Surface drainage work around the
overhead water tank all complete

a) Earth work in excavation #REF! m3 769.93 #REF!

b) Flat brick soiling with sand #REF! m 2
1,848.60 #REF!
c) PCC 1:3:6 in foundation #REF! m 3
13,426.64 #REF!
d) First class brick work in 1:4 c/s mortar #REF! m3 15,745.69 #REF!
e) 12.5 mm thick plaster work in 1:4 c/s morta #REF! m2 357.61 #REF!
f)
3 mm thick Net Punning work in cement m2 219.08 #REF!
(1:1) #REF!
g) 300 mm dia. NP3 hume pipe #REF! r. m 11,330.00 #REF!
h) Earth work in back filling #REF! m3 615.94 #REF!

21
Supply and installation of water level set #REF!
indicator #REF! 16,500.00
 S. No. Description Quantity Unit Rate Amount
22
PCC 1:1:5:3 for duck foot bend with m3 #REF!
foundation #REF! 18,325.05
23 Scafolding works as necessary for
the construction and completion of
OHT 1.00 set 150,000.00 150,000.00
24
Water Proofing Compound (Silica
#REF! kg 316.60 #REF!
Admixture) @3.5kg per bag of cement

Total #REF!

OVERHEAD TANK (450 cum) FITTINGS

S.No. Description of pipe fitting Quantity Unit Rate Amount
I
Supply, joining and fittings of inlet,
outlet, washout and overflow DI Pipe
with bell-mouth, duck foot as per
drawings and instruction
1 Supply of double flanged DI Pipes
a
300mm dia DI. Outlet pipe 30 r.m 9,500.00 285,000.00
b 200m dia DI. Pipe for overflow 30 r.m 6,500.00 195,000.00
c
200mm dia DI Pipe for washout 20 r.m 6,500.00 130,000.00
d
180 mm dia HDPE pipe (6 kg/sqcm) for
surface drainage work 30 r.m 1,849.60 55,488.00
Total Cost of Pipes 665,488.00

2 Supply and installation of pipe fittings

and DI fittings for inlet, outlet, over flow & wash out
a) bell mouth
300mm dia 1 No 17,500.00 17,500.00
200 mm dia. 3 Nos 9,500.00 28,500.00
b) flanged adaptor collar for adjustment
300 mm dia. 2 Nos 25,500.00 51,000.00
200 mm dia. 2 Nos 8,550.00 17,100.00
c) flanged socket
200 mm dia. 3 Nos 10,500.00 31,500.00
d) single flanged tail pice
200 mm dia. 2 Nos 12,536.00 25,072.00
e) double flanged tail pice
200 mm dia. 2 Nos 12,536.00 25,072.00
f) flanged tee
300*300*200 mm dia. 3 Nos 40,650.00 121,950.00
g) double socket bend
300 mm dia. 2 Nos 28,652.00 57,304.00
200 mm dia. 2 Nos 17,600.00 35,200.00
h) sluice valve
300 mm dia. 1 No 55,000.00 55,000.00
200 mm dia. 3 Nos 30,250.00 90,750.00
I) i) supply of double flanged DI Pipes
300 mm dia. 2 No 40,125.00 80,250.00
200 mm dia. 2 Nos 37,895.00 75,790.00
j) duck foot bend
300 mm dia. 1 No 26,585.00 26,585.00
S. No. Description Quantity Unit Rate Amount
200 mm dia. 3 Nos 21,450.00 64,350.00
l) Mechanical Coupling/union
300 mm dia. 2 Nos 26,856.00 53,712.00
200 mm dia. 4 Nos 16,856.00 67,424.00
150 mm dia 1 Nos 12,565.00 12,565.00
Union 125 mm 5 Nos 7,895.00 39,475.00
n) DI flange wall piece 1m long
300 mm 1 no 22,658.00 22,658.00
200 mm 2 no 17,568.00 35,136.00
o) Double flanged 45 ' bend
200mm 2 no 14,568.00 29,136.00
p) Double flanged reducer
200mm x 300mm 1 no 18,595.00 18,595.00
q) HDPE /DI flange
280mm HDPE 2 no. 13,565.00 27,130.00
Sub-Total 1,108,754.00

II Laying cost of pipes

Laying and Jointing of Pipes & Fittings
300mm dia.DI pipe 30 m 358.55 10,756.50
200mm dia.DI pipe 50 m 358.55 17,927.50
180 mm HDPE pipe 30 m 128.03 3,840.90
Total Cost of Excavation 32,524.90

III Thrust Block

P.C.C (1:1.5:3) 6.72 m3 18,325.05 123,144.34

Reinforcement 791.28 kg 129.56 102,518.24

Formwork 16.00 sq.m. 736.28 11,780.48

Total Cost of ThrustBlock 237,443.06

Total cost of OHT 450 cum #REF!

13% Vat= #REF!

Grand Total= #REF!

Remarks
Remarks
Remarks

Remarks
Remarks
 COST ESTIMATE

Name of Project: Dhanaura Water Supply Project

Name of Work: BOREHOLE TO OHT CONNECTION(Multiple Borehole)
Unit Rate
S.No. Description of Works Quantity Unit Total Cost Rs. Remarks
Rs.
1 Earthwork
1.a Earthwork in excavation in ordinary soil 162.00 cum 615.94 99782.28

1.b Selected earth filling in trench 162.00 cum 615.94 99782.28

2 Supply of Pipes
Supply and Installation of 200mm Dia GI
2.a 300.00 m 4351.70 1305510.00
Pipe
Miscellaneous ( GI well cap, , Elbow
2.b ,Flange , cross bar, centralizer, bottom plug , 1.00 LS 40000.00 40000.00
clamps,etc.
Supply and Installation of 200mm Dia Sluice
3 Valve 1.00 No 29233.55 29233.55

Total 1574308.11
Value Added Tax (VAT) @ 13% of Total 204660.05
Grand Total 1778968.16

NOTE: IN case of Multiple Drilling the Distance between two Borehole Should be of Minimum 300m
to prevent Drawdown
 COST ESTIMATE

Name of Project: Dhanaura Water Supply Project

Name of the Work: R.C.C. Over Head Tank 225 Cum

S.No Description of Work Quantity Unit Unit Rate Rs. Total Cost Rs. Remarks

1 E/W in excavation in hard soil. 267.84 Cum 769.93 206218.05

2 Brick on edge soling in foundation with sand 75.42 Sqm 1848.60 139421.41
3 Brick on edge soling with sand 46.54 Sqm 1848.60 86033.84
4 Sand filling in foundation 11.30 Cum 3550.76 40123.59
5 P.C.C. (1:3:6) in foundation 16.97 Cum 13426.64 227850.08
6 P.C.C. (1:2:4) on room base 4.65 Cum 14869.28 69142.15
7 Brick masanary (1:6) 6.01 Cum 15161.49 91120.55
8a R.C.C. (1:1.5:3) in foundation 31.14 Cum 18325.05 570642.06

Cement concrete work (1:1.5:3) for R.C.C. in

b 7.11 Cum 18325.05 130291.11
cement colum, Bracing, and stair case upto 3m.

c Column and bracing and stair case upto 6m 5.82 Cum 19521.05 113612.51
d Column and bracing and stair case upto 9m 5.82 Cum 20717.05 120573.23
e Column bracing and stari case upto 12m 7.11 Cum 21913.05 155801.79
f Column bracing and stir case upto 15m 7.11 Cum 23109.05 164305.35
g Column bracing and stair case upto 17.4m 3.07 Cum 24305.05 74616.50
h Ring beam and stair case 17m-18m 8.78 Cum 24305.05 213398.34
i Bottm dome Tie beam, conimal, Balcony 20.78 Cum 25501.05 529911.82
Remaning Portion of cylindrical wall upto 24m
j 24.37 Cum 26697.05 650607.11
above
9 Earth filling in foundation in ordinary soil 190.06 Cum 615.94 117065.56
Erection centaning and shuttering work upto
10a 40.78 Sqm 736.28 30025.50
height. Ground level.
Column
b Upto 4m height 51.20 Sqm 1096.10 56120.32
c Upto 7m height 40.80 Sqm 1402.39 57217.51
d Upto 10m height 38.40 Sqm 2194.51 84269.18
e Upto 13m height 38.40 Sqm 2617.27 100503.17
f Upto 16m height 38.40 Sqm 2954.63 113457.79
g Upto 17.40m height 17.92 Sqm 3320.24 59498.70
Tank from height 17.40m to 25.65m wall
h 277.84 Sqm 3118.07 866324.57
portion
i Dome portion Beam 161.84 Sqm 3118.07 504628.45
Beams:-
j Upto 4m height 21.60 Sqm 1021.10 22055.76
k Upto 7m height 21.60 Sqm 1324.57 28610.71
l Upto 10m height 21.60 Sqm 2119.52 45781.63
m Upto 13m height 21.60 Sqm 2542.06 54908.50
n Upto 16m height 21.60 Sqm 2873.34 62064.14
Staircase:-
o Upto 4m height 8.04 Sqm 1200.10 9648.80
p Upto 7m height 4.20 Sqm 1480.97 6220.07
q Upto 10m height 6.42 Sqm 2275.92 14611.41
r Upto 13m height 6.42 Sqm 2698.46 17324.11
s Upto 16m height 6.42 Sqm 3035.82 19489.96
 t Upto 19m height 6.42 Sqm 3373.19 21655.88
u Upto 19.65m height 4.03 Sqm 3373.19 13593.96
11 Steel Work for R.C.C. 24261.03 kg 129.56 3143259.05

12 12.50mm thick plaster (1:4) outsite 784.03 Sqm 357.61 280376.97

13 3mm thick punning (1:1) room floor 46.54 Sqm 219.08 10195.98

20mm thick plaster (1:3) insite of Water Tank

14 235.77 Sqm 497.38 117267.28
with wpc.
15 Two coat weather painting outsite of Tank 737.49 Sqm 370.70 273387.54
16 Sal Wood work for Chaukat 0.035 Cum 278580.16 9750.31
17 Pannal Door Shutter 1.57 Sqm 13798.01 21662.88
18 Enamal Painting in 96.42 Sqm 307.74 29672.29
M.S. Gate Supply Fitting & Painting all
19 1.00 Job 3630.00 3630.00
complete
Providing anity corrosive paint over insite of
20 165.19 Sqm 302.50 49969.98
Tank
21 150mm thick PVC Water Stopper supply fixing 89.00 Rm 880.00 78320.00
22 40mm dia GI Pipe railling in balcony and stair 224.10 Rm 514.80 115366.68
2 Nos inspection ladder from outsite of balcony
23 two the top of the dom with erretion in the and 135.00 kg 133.10 17968.50
1 Nos manhole cover
Supply and installation of CI Pipe and fittings
24 0.00
as per dowring and instruction
a 150mm dia DI Inlet pipe with flange 36.00 Rm 10065.00 362340.00
b 200mm dia DI outlet pipe with flange 30.00 Rm 13233.00 396990.00
c 200mm dia DI Overflow pipe with flange 36.00 Rm 13233.00 476388.00
d 150mm dia DI Washout Pipe with flange 30.00 Rm 9133.30 273999.00
25 Supply and Installation and Valve 0.00
a 150mm dia CI Slucice Valve 2.00 No 19250.00 38500.00
b 200mm dia CI Slucice Valve 2.00 No 30250.00 60500.00
c 150mm duck foot bend 2.00 No 18150.00 36300.00
d 200mm duck foot bend 2.00 No 21450.00 42900.00
e 150mm CI bend 900 2.00 No 14850.00 29700.00
f 200mm CI bend 900 2.00 No 17600.00 35200.00
26 Supply and Installation of lighting arrestor 1.00 Set 12650.00 12650.00
Supply and Installation Electric bulb and
27 wiring at top of dom including earthing work 1.00 Job 14520.00 14520.00
all complecte
28 Supply and installation Water level indicator 1.00 Job 16500.00 16500.00
Scaffolding works necessary for the complete
29 construction of overhead tank and finsishing all 1.00 Job 121000.00 121000.00
complete
30 Leak test 1.00 Job 12100.00 12100.00
Total 11969159.63
Value Added Tax (VAT) @ 13% of Total 1555990.75
Grand Total 13525150.38
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Air Valve Chamber
Unit Rate Total Cost
S.No. Description of Works Quantity Unit Remarks
Rs. Rs.
1 Earthwork in excavation in ordinary soil 1.10 cum 615.94 677.53

2 Selected earth filling in trench 0.22 cum 615.94 135.51

3 Dry brick masonry in wall 0.34 cum 12550.26 4267.09

4 Brick masonary in 1:6 cement mortar 0.49 cum 15161.49 7429.13

5 Brick bats filling in chamber 0.04 cum 12743.50 509.74

Plain cement contrete (P.C.C.) 1:2:4 in cover

6 0.16 cum 14869.28 2379.08
slab and wall cap

Cutting, bending , placing in position and

7 6.91 kg 129.56 895.26
binding M.S. rod in removable cover slab

8 Formwork for P.C.C./ R.C.C. work: 0.91 sqm 736.28 670.01

Installation of pipes and pipe fittings 1.00 job 1210 1210.00

Total 18173.35
Value Added Tax (VAT) @ 13% of Total 2362.54
Grand Total 20535.89
same 1100
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Installation of Surface Valve Box (For Valve Ø 50mm and above)
Unit Rate Total Cost
S.No. Description of Works Quantity Unit Remarks
Rs. Rs.
1 Earthwork in excavation in ordinary soil 0.90 cum 615.94 554.35

Coarse sand filling in trench up to the spindle

2 0.08 cum 3550.76 284.06
level of the valve

3 Flat brick soling on the top of sand layer 0.20 cum 1067.87 213.57

4 P.C.C. 1:2:4 in valve box cover 0.05 cum 14869.28 743.46

5 Formwork for P.C.C. work 0.72 sqm 736.28 530.12

Earthwork in refilling with ordinary soil in
6 15 cm layers including water sprinkling and 0.62 cum 615.94 381.88
compaction after each layer

Installation of pipe and fittings including

7 1.00 job 2178 2178.00
fixing surface valve box in position

Total 4885.44
Value Added Tax (VAT) @ 13% of Total 635.11
Grand Total 5520.55
 1980
same
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Installation of GI Pipe Valve Box (For Valve Ø up to 40 mm)
Unit Rate Total Cost
S.No. Description of Works Quantity Unit Remarks
Rs. Rs.
Earthwork in excavation for foundation in
1 0.60 cum 615.94 369.56
ordinary soil

2 Gravel packing in foundation 0.03 cum 5707.45 171.22

Earthwork in back filling including proper

3 0.57 cum 615.94 351.09
compaction with ordinary soil

Installation of pipe and fittings including

4 1.00 job 1452 1452.00
fixing pipe valve box in position

Total 2343.87
Value Added Tax (VAT) @ 13% of Total 304.70
Grand Total 2648.57
 QUANTITY AND COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Office Building
S.NO. DETAILS Nos. LENGTH BREADTH HEIGHT QUANTITY UNIT RATE AMOUNT REMARKS

1 Site clearance work cutting & uprooton herbs &

shrubs , topsoil cutting , removal waste all
complete 1 12.478 9.43 117.66 sq.m. 98.56 11596.56

2
Earth work in excavation in foundation in
ordinary soil lead up to 30m lift up to 1.50 m
steaking the soil.10 m away from foundation
trenches as per specification & instruction of site
engineer
For Column 15 1.524 1.524 1.524 53.09 cu.m.
For tie beam A-A,C-C,E-E 3 12.478 0.3 0.875 9.82 cu.m.
For tie beam 1-1,3-3,4-4,6-6,7-7 5 9.43 0.3 0.875 12.37 cu.m.
Wall D-D 1 3.501 0.45 0.5 0.78 cu.m.
Wall 2-2 1 3.656 0.45 0.5 0.82 cu.m.
Wall 5-5 1 3.658 0.45 0.5 0.82 cu.m.
Wall 6-6 1 7.316 0.45 0.5 1.64 cu.m.
Deductions 30 1.524 0.3 0.875 12.00 cu.m.
67.34 cu.m. 615.94 41477.39
3 Earth back filling in foundation trenches with
compaction
Total quantity of excavated earth 67.34 cu.m.
Back filling Quanitity ( 10% of excavated) 6.73 cu.m. 615.94 4145.27

4 Levelling & Packing work

Brick soling foundation in line & level including
filling the joint with sand as per specification &
instruction of site engineer
Foundation 15 1.524 1.524 34.83 sq.m.
For tie beam A-A,C-C,E-E 3 12.478 0.23 8.60 sq.m.
For tie beam 1-1,3-3,4-4,6-6,7-7 5 9.43 0.23 10.84 sq.m.
 Meeting Hall 1 5.6134 3.937 22.09 sq.m.
Verandah 1 4.572 1.524 6.96 sq.m.
Cash Counter 1 2.413 3.2766 7.90 sq.m.
Toilet and Space 1 3.937 1.3716 5.39 sq.m.
Staircase 1 3.937 1.98 7.79 sq.m.
Passage 1 3.201 1.219 3.90 sq.m.
Chairman Office 1 3.937 3.6322 14.29 sq.m.
Accountant office 1 3.7338 3.5052 13.08 sq.m.
Wall D-D 1 3.501 0.45 1.57 sq.m.
Wall 2-2 1 3.656 0.45 1.64 sq.m.
Wall 5-5 1 3.658 0.45 1.64 sq.m.
Wall 6-6 1 7.316 0.45 3.29 sq.m.
Deductions 30 1.524 0.23 10.51 sq.m.
Total levelling work 133.30 sq.m. 1067.87 142347.07

5 Concreting work
Plain cement concrete M 15 (1:2:4) with cement,
sand &10 to 38mm stone ballast Proper mixing ,
laying &compaction , curing the Job all complete
Foundation 15 1.524 1.524 0.075 2.61 cu.m.
For tie beam A-A,C-C,E-E 3 12.478 0.23 0.075 0.64 cu.m.
For tie beam 1-1,3-3,4-4,6-6,7-7 5 9.43 0.23 0.075 0.81 cu.m.
Meeting Hall 1 5.6134 3.937 0.05 1.10 cu.m.
Verandah 1 4.572 1.524 0.05 0.34 cu.m.
Cash Counter 1 2.413 3.2766 0.05 0.39 cu.m.
Toilet and Space 1 3.937 1.3716 0.05 0.26 cu.m.
Staircase 1 3.937 1.98 0.05 0.38 cu.m.
Passage 1 3.201 1.219 0.05 0.19 cu.m.
Chairman Office 1 3.937 3.6322 0.05 0.71 cu.m.
Accountant office 1 3.7338 3.5052 0.05 0.65 cu.m.
Wall D-D 1 3.501 0.45 0.05 0.07 cu.m.
Wall 2-2 1 3.656 0.45 0.05 0.08 cu.m.
Wall 5-5 1 3.658 0.45 0.05 0.08 cu.m.
Wall 6-6 1 7.316 0.45 0.05 0.16 cu.m.
Deductions 30 1.524 0.23 0.075 0.78 cu.m.
7.69 cu.m. 16490.55 126812.32
6 R.C.C. work
Plain cement concrete M 20(1:1.5:3) work for
R.C.C column, beam & slab with cement, sand
&10 to 38mm stone ballast Proper mixing ,
laying &compaction with vibrator , curing the
Job all complete

PCC For RCC Work Column

Column, C1-12*12 11 0.3 0.3 4.6482 4.60 cu.m.
Column, C1-12*12 4 0.3 0.3 6.5278
Foundation
Bottom part 15 1.524 1.524 0.3 10.45 cu.m.
Trapezoidal Part 15 1.524 0.5 0.15 2.40 cu.m.
Upper part upto GL 15 0.3 0.3 0.824 1.11 cu.m.
PCC For RCC Work For Plinth and Tie Beams
For beam A-A,C-C,E-E 6 10.354 0.23 0.23 3.28 cu.m.
For beam 1-1,3-3,4-4,6-6,7-7 10 6.706 0.23 0.23 3.54 cu.m.
PCC For RCC Work For Beams
For beam A-A,C-C,E-E 3 10.354 0.23 0.35 2.50 cu.m.
For beam 1-1,3-3,4-4,6-6,7-7 5 6.706 0.23 0.35 2.69 cu.m.
Deductions
Column 30 0.3 0.23 0.35 0.72 cu.m.
Slab
Meeting Hall 1 5.6134 3.937 0.125 2.76 cu.m.
Verandah 1 4.572 1.524 0.125 0.87 cu.m.
Cash Counter 1 2.413 3.2766 0.125 0.98 cu.m.
Toilet and Space 1 3.937 1.3716 0.125 0.67 cu.m.
Staircase 0 3.937 1.98 0.125 0.00 cu.m.
Passage 1 3.201 1.219 0.125 0.48 cu.m.
Chairman Office 1 3.937 3.6322 0.125 1.78 cu.m.
Accountant office 1 3.7338 3.5052 0.125 1.63 cu.m.
Overhang
1 12.178 0.45 0.125 0.68 cu.m.
1 8.23 0.45 0.125 0.46 cu.m.
Stair Cover
1 4.862 3.491 0.125 2.12 cu.m.
Stair
Bottom Slab and Top slab 2 1.219 0.9906 0.125 0.30 cu.m.
Waist Slab 2 2.43 0.9906 0.125 0.60 cu.m.
 Landing Slab 1 0.762 1.9812 0.125 0.18 cu.m.
Steps 18 0 0.9906 0.00 cu.m.
Sill Bands
Grid 1-1,A-C 2 3.658 0.23 0.075 0.12 cu.m.
Grid 2-2,D-E 2 2.667 0.23 0.075 0.09 cu.m.
Grid 4-4,D-E 1 3.862 0.23 0.075 0.06 cu.m.
Grid 5-5,A-C 1 3.758 0.1 0.075 0.02 cu.m.
Grid 6-6,A-C 1 3.658 0.1 0.075 0.02 cu.m.
Grid 6-6,C-E 1 3.656 0.23 0.075 0.06 cu.m.
Grid 8-8,A-C 2 3.658 0.23 0.075 0.12 cu.m.
Grid 8-8,C-E 2 3.658 0.23 0.075 0.12 cu.m.
Grid A-A,1-3 2 2.286 0.23 0.075 0.07 cu.m.
Grid A-A,3-4 2 2.134 0.23 0.075 0.07 cu.m.
Grid A-A,4-7 2 2.283 0.23 0.075 0.07 cu.m.
Grid A-A,7-8 2 3.048 0.23 0.075 0.10 cu.m.
Grid C-C,1-3 1 2.286 0.23 0.075 0.03 cu.m.
Grid C-C,3-4 1 2.134 0.1 0.075 0.01 cu.m.
Grid C-C,4-5 1 0.508 0.1 0.075 0.00 cu.m.
Grid C-C,6-7 1 0.203 0.23 0.075 0.00 cu.m.
Grid C-C,7-8 1 3.048 0.1 0.075 0.02 cu.m.
Grid D-D,2-4 1 3.101 0.1 0.075 0.02 cu.m.
Grid E-E,2-3 1 1.067 0.23 0.075 0.01 cu.m.
Grid E-E,3-4 2 2.134 0.23 0.075 0.07 cu.m.
Grid E-E,4-7 2 2.283 0.23 0.075 0.07 cu.m.
Grid E-E,7-8 2 3.048 0.23 0.075 0.10 cu.m.
Stair Cover Walls
Grid C-C,E-E 2 3.656 0.23 0.075 0.12 cu.m.
Grid 4-4,6-6 2 2.286 0.23 0.075 0.07 cu.m.
Total 44.80 cu.m. 18325.05 820962.24
7 TMT/Tor steel reinforcement supply,
straightening cutting, bending & binding with G.
I wire as per design, specification & instruction
of site engineer
Item P.C.C. (1:1:2) 44.80
Total Quantity @ 2.1% of R.c.c volume 7385.28 Kg 129.56 956836.87

8 Brick Masonry Works in 1:6 C/S Ratio

Toe Wall
 For tie beam A-A,C-C,E-E 3 12.478 0.23 0.59 5.07 cu.m.
For beam 1-1,3-3,4-4,6-6,7-7 5 9.43 0.23 0.59 6.39 cu.m.
Deductions
30 1.524 0.23 0.59 6.20 cu.m.
Walls
Grid 1-1,A-C 1 3.658 0.23 2.8504 2.39 cu.m.
Grid 2-2,D-E 1 2.667 0.23 2.8504 1.74 cu.m.
Grid 4-4,D-E 1 3.862 0.23 2.8504 2.53 cu.m.
Grid 5-5,A-C 1 3.758 0.1 2.8504 1.07 cu.m.
Grid 6-6,A-C 1 3.658 0.1 2.8504 1.04 cu.m.
Grid 6-6,C-E 1 3.656 0.23 2.8504 2.39 cu.m.
Grid 8-8,A-C 1 3.658 0.23 2.8504 2.39 cu.m.
Grid 8-8,C-E 1 3.658 0.23 2.8504 2.39 cu.m.
Grid A-A,1-3 1 2.286 0.23 2.8504 1.49 cu.m.
Grid A-A,3-4 1 2.134 0.23 2.8504 1.39 cu.m.
Grid A-A,4-7 1 2.283 0.23 2.8504 1.49 cu.m.
Grid A-A,7-8 1 3.048 0.23 2.8504 1.99 cu.m.
Grid C-C,1-3 1 2.286 0.23 2.8504 1.49 cu.m.
Grid C-C,3-4 1 2.134 0.1 2.8504 0.60 cu.m.
Grid C-C,4-5 1 0.508 0.1 2.8504 0.14 cu.m.
Grid C-C,6-7 1 0.203 0.23 2.8504 0.13 cu.m.
Grid C-C,7-8 1 3.048 0.1 2.8504 0.86 cu.m.
Grid D-D,2-4 1 3.101 0.1 2.8504 0.88 cu.m.
Grid E-E,2-3 1 1.067 0.23 2.8504 0.69 cu.m.
Grid E-E,3-4 1 2.134 0.23 2.8504 1.39 cu.m.
Grid E-E,4-7 1 2.283 0.23 2.8504 1.49 cu.m.
Grid E-E,7-8 1 3.048 0.23 2.8504 1.99 cu.m.
Stair Cover Walls
Grid C-C,E-E 2 3.656 0.23 2.7432 4.61 cu.m.
Grid 4-4,6-6 2 2.286 0.23 2.7432 2.88 cu.m.
Deductions
Door 1 0.9 0.23 2.1 0.43 cu.m.
Door 4 0.9 0.1 2.1 0.75 cu.m.
Window 9 1.5 0.23 1.5 4.65 cu.m.
Window 1 1 0.9 0.23 1.5 0.31 cu.m.
Window 2 1 0.9 0.23 1.2 0.24 cu.m.
Bands
Grid 1-1,A-C 2 3.658 0.23 0.075 0.12 cu.m.
 Grid 2-2,D-E 2 2.667 0.23 0.075 0.09 cu.m.
Grid 4-4,D-E 1 3.862 0.23 0.075 0.06 cu.m.
Grid 5-5,A-C 1 3.758 0.1 0.075 0.02 cu.m.
Grid 6-6,A-C 1 3.658 0.1 0.075 0.02 cu.m.
Grid 6-6,C-E 1 3.656 0.23 0.075 0.06 cu.m.
Grid 8-8,A-C 2 3.658 0.23 0.075 0.12 cu.m.
Grid 8-8,C-E 2 3.658 0.23 0.075 0.12 cu.m.
Grid A-A,1-3 2 2.286 0.23 0.075 0.07 cu.m.
Grid A-A,3-4 2 2.134 0.23 0.075 0.07 cu.m.
Grid A-A,4-7 2 2.283 0.23 0.075 0.07 cu.m.
Grid A-A,7-8 2 3.048 0.23 0.075 0.10 cu.m.
Grid C-C,1-3 1 2.286 0.23 0.075 0.03 cu.m.
Grid C-C,3-4 1 2.134 0.1 0.075 0.01 cu.m.
Grid C-C,4-5 1 0.508 0.1 0.075 0.00 cu.m.
Grid C-C,6-7 1 0.203 0.23 0.075 0.00 cu.m.
Grid C-C,7-8 1 3.048 0.1 0.075 0.02 cu.m.
Grid D-D,2-4 1 3.101 0.1 0.075 0.02 cu.m.
Grid E-E,2-3 1 1.067 0.23 0.075 0.01 cu.m.
Grid E-E,3-4 2 2.134 0.23 0.075 0.07 cu.m.
Grid E-E,4-7 2 2.283 0.23 0.075 0.07 cu.m.
Grid E-E,7-8 2 3.048 0.23 0.075 0.10 cu.m.
Stair Cover Walls
Grid C-C,E-E 2 3.656 0.23 0.075 0.12 cu.m.
Grid 4-4,6-6 2 2.286 0.23 0.075 0.07 cu.m.
36.89 cu.m. 15161.49 559307.36
9 Formwork
Column, C1-12*12 44 0.35 4.6482 71.58 sq.m.
Column, C1-12*12 16 0.35 6.5278 36.55 sq.m.
Foundation
Bottom part 60 1.524 0.3 27.43 sq.m.
Upper part upto GL 60 0.35 0.824 17.30 sq.m.
Beam
3 10.354 0.28 8.69 sq.m.
6 10.354 0.35 21.74 sq.m.
5 6.706 0.28 9.38 sq.m.
10 6.706 0.35 23.47 sq.m.
Deductions
Column 30 0.3 0.35 3.15 sq.m.
 Slab
Meeting Hall 1 5.6134 3.937 22.09 sq.m.
Verandah 1 4.572 1.524 6.96 sq.m.
Cash Counter 1 2.413 3.2766 7.90 sq.m.
Toilet and Space 1 3.937 1.3716 5.39 sq.m.
Staircase 0 3.937 1.98 0.00 sq.m.
Passage 1 3.201 1.219 3.90 sq.m.
Chairman Office 1 3.937 3.6322 14.29 sq.m.
Accountant office 1 3.7338 3.5052 13.08 sq.m.
Overhang 1 12.18 0.45 5.48 sq.m.
1 7.62 0.45 3.42 sq.m.
Stair Cover
1 4.862 3.491 16.97 sq.m.
Stair
Bottom Slab and Top slab 2 1.219 0.9906 2.41 sq.m.
Waist Slab 2 2.43 0.9906 4.81 sq.m.
Landing Slab 1 0.762 1.9812 1.50 sq.m.
Steps 18 0 0.9906 0.00 sq.m.
Sill Bands
Grid 1-1,A-C 4 3.658 0.075 1.09 sq.m.
Grid 2-2,D-E 4 2.667 0.075 0.80 sq.m.
Grid 4-4,D-E 2 3.862 0.075 0.57 sq.m.
Grid 5-5,A-C 2 3.758 0.075 0.56 sq.m.
Grid 6-6,A-C 2 3.658 0.075 0.54 sq.m.
Grid 6-6,C-E 2 3.656 0.075 0.54 sq.m.
Grid 8-8,A-C 4 3.658 0.075 1.09 sq.m.
Grid 8-8,C-E 4 3.658 0.075 1.09 sq.m.
Grid A-A,1-3 4 2.286 0.075 0.68 sq.m.
Grid A-A,3-4 4 2.134 0.075 0.64 sq.m.
Grid A-A,4-7 4 2.283 0.075 0.68 sq.m.
Grid A-A,7-8 4 3.048 0.075 0.91 sq.m.
Grid C-C,1-3 2 2.286 0.075 0.34 sq.m.
Grid C-C,3-4 2 2.134 0.075 0.32 sq.m.
Grid C-C,4-5 2 0.508 0.075 0.07 sq.m.
Grid C-C,6-7 2 0.203 0.075 0.03 sq.m.
Grid C-C,7-8 2 3.048 0.075 0.45 sq.m.
Grid D-D,2-4 2 3.101 0.075 0.46 sq.m.
Grid E-E,2-3 2 1.067 0.075 0.16 sq.m.
 Grid E-E,3-4 4 2.134 0.075 0.64 sq.m.
Grid E-E,4-7 4 2.283 0.075 0.68 sq.m.
Grid E-E,7-8 4 3.048 0.075 0.91 sq.m.
Stair Cover Walls
Grid C-C,E-E 4 3.656 0.075 1.09 sq.m.
Grid 4-4,6-6 4 2.286 0.075 0.68 sq.m.
Total 336.21 sq.m. 1096.10 368519.78
10 Earth Filling & Compaction up to 500mm
Meeting Hall 1 5.6134 3.937 0.35 7.73 Cum
Verandah 1 4.572 1.524 0.35 2.43 Cum
Cash Counter 1 2.413 3.2766 0.35 2.76 Cum
Toilet and Space 1 3.937 1.3716 0.35 1.88 Cum
Staircase 0 3.937 1.98 0.35 0.00 Cum
Passage 1 3.201 1.219 0.35 1.36 Cum
Chairman Office 1 3.937 3.6322 0.35 5.00 Cum
Accountant office 1 3.7338 3.5052 0.35 4.58 Cum
Total 25.74 Cum 615.94 15854.29

11 Sand of 75 mm Thick Filling in Floor

Meeting Hall 1 5.6134 3.937 0.075 1.65 Cum
Verandah 1 4.572 1.524 0.075 0.52 Cum
Cash Counter 1 2.413 3.2766 0.075 0.59 Cum
Toilet and Space 1 3.937 1.3716 0.075 0.40 Cum
Staircase 0 3.937 1.98 0.075 0.00 Cum
Passage 1 3.201 1.219 0.075 0.29 Cum
Chairman Office 1 3.937 3.6322 0.075 1.07 Cum
Accountant office 1 3.7338 3.5052 0.075 0.98 Cum
Total 5.50 Cum 3550.76 19529.18
12 Cement Sand Plaster of 12.5mm Thick of 1:4 C/S ratio
Floors and ceilings of Room
Meeting Hall 2 5.6134 3.937 44.19 sq.m.
Verandah 2 4.572 1.524 13.93 sq.m.
Cash Counter 2 2.413 3.2766 15.81 sq.m.
Toilet and Space 2 3.937 1.3716 10.79 sq.m.
Staircase 0 3.937 1.98 0.00 sq.m.
Passage 2 3.201 1.219 7.80 sq.m.
Chairman Office 2 3.937 3.6322 28.59 sq.m.
Accountant office 2 3.7338 3.5052 26.17 sq.m.
 Stair Cover
1 4.862 3.491 16.97 sq.m.
Stair
Bottom Slab and Top slab 2 1.219 0.9906 2.41 sq.m.
Landing Slab 1 0.762 1.9812 1.50 sq.m.
Steps 18 0 0.9906 0.00 sq.m.
Walls
Grid 1-1,A-C 2 3.658 3.0804 22.53 sq.m.
Grid 2-2,D-E 2 2.667 3.0804 16.43 sq.m.
Grid 4-4,D-E 2 3.862 3.0804 23.79 sq.m.
Grid 5-5,A-C 2 3.758 3.0804 23.15 sq.m.
Grid 6-6,A-C 2 3.658 3.0804 22.53 sq.m.
Grid 6-6,C-E 2 3.656 3.0804 22.52 sq.m.
Grid 8-8,A-C 2 3.658 3.0804 22.53 sq.m.
Grid 8-8,C-E 2 3.658 3.0804 22.53 sq.m.
Grid A-A,1-3 2 2.286 3.0804 14.08 sq.m.
Grid A-A,3-4 2 2.134 3.0804 13.14 sq.m.
Grid A-A,4-7 2 2.283 3.0804 14.06 sq.m.
Grid A-A,7-8 2 3.048 3.0804 18.77 sq.m.
Grid C-C,1-3 2 2.286 3.0804 14.08 sq.m.
Grid C-C,3-4 2 2.134 3.0804 13.14 sq.m.
Grid C-C,4-5 2 0.508 3.0804 3.12 sq.m.
Grid C-C,6-7 2 0.203 3.0804 1.25 sq.m.
Grid C-C,7-8 2 3.048 3.0804 18.77 sq.m.
Grid D-D,2-4 2 3.101 3.0804 19.10 sq.m.
Grid E-E,2-3 2 1.067 3.0804 6.57 sq.m.
Grid E-E,3-4 2 2.134 3.0804 13.14 sq.m.
Grid E-E,4-7 2 2.283 3.0804 14.06 sq.m.
Grid E-E,7-8 2 3.048 3.0804 18.77 sq.m.
Below Plinth Level exterior 1 12.478 0.45 5.61 sq.m.
1 9.43 0.45 4.24 sq.m.
Stair Cover Walls
Grid C-C,E-E 2 3.656 2.7432 20.05 sq.m.
Grid 4-4,6-6 2 2.286 2.7432 12.54 sq.m.
Columns 30 0.075 3.0804 6.93 sq.m.
Deductions
Door 2 0.9 2.1 3.78 sq.m.
Door 8 0.9 2.1 15.12 sq.m.
 Window 18 1.5 1.5 40.50 sq.m.
Window 1 2 0.9 1.5 2.70 sq.m.
Window 2 1 0.9 1.2 1.08 sq.m.
Total 512.41 sq.m. 15161.49 7768899.09
13 Doors & Windows Frame of Sal Wood
Door (D)
Long Wood 2 0.10 0.07 2.10 0.03 Cum
Short Wood 1 0.90 0.07 0.10 0.01 Cum
Door (D)
Long Wood 8 0.10 0.07 2.10 0.12 Cum
Short Wood 4 0.90 0.07 0.10 0.03 Cum
Door (MD)
Long Wood 2 0.10 0.07 2.40 0.03 Cum
Short Wood 1 1.20 0.07 0.10 0.01 Cum
Window-W
Long Wood 36 0.10 0.07 1.50 0.38 Cum
Short Wood 18 1.50 0.07 0.10 0.19 Cum
Window-W1
Long Wood 3 0.10 0.07 1.50 0.03 Cum
Short Wood 2 0.90 0.07 0.10 0.01 Cum
Window-W2
Long Wood 3 0.10 0.07 1.20 0.03 Cum
Short Wood 2 0.90 0.07 0.10 0.01 Cum
Total 0.88 Cum 278580.16 245150.54

14 38mm panelled Shutter Sal Wood For Door

Door-D 5 0.90 2.10 9.45 sq.m.
Door-MD 1 1.20 2.40 2.88 sq.m.
Total 12.33 sq.m. 13798.01 170129.46
15 Glazed Shutter in Window
Window-W 9 1.5 1.5 20.25
Window-W1 1 0.9 1.5 1.35
Window-W2 1 0.9 1.2 1.08
Total 21.60 Sqm 9000.70 194415.12

16 Cement Wash on Inner & Outer Walls 512.41 Sqm 370.70 189950.38

17 Enamel Paint Works in Doors & Windows (Double the Area of Flush Door) 24.66 Sqm 307.74 7588.86
18 MS Grill Work for Window and Door 1 13.50 Sq.m. 33.93 458.06 Kg 129.56 59346.25
Sub-Total(A) 11702868.03

(B) Sanitary Works

Commode Pan With All Necessary Fittings & 1 1 Set

1 Transportation 1732.00 1732
2 Low levelled Cistern (Plastic) 1 1 Set 2310.00 2310
3 Wash Basin (16"X22") 1 1 Set 3575.00 3575
4 Supply & fixing for plastic Tank ( 500 Ltr.) 1 1 No. 8024.00 8024
Supply and Installation of Brass Tap, Shower, 1 1 Job
5 All type Pipe with all Necessary Fitting (8 point
connection) 27140.00 27140
Sub-Total(B) 42781
(C) Electrification Works
Electricity Wiring for POWER SOCKET 6 Point
1 (Concealed-all set with 3/20 copper wire) 1069.00 6414
Electricity Wiring (Concealed-all set with 3/22 20 Point
2 copper wire) 1333.00 26660
Ceiling Fan (42") (NS/ISI)With Regulator of 5 5 Set
3 Steps 3465.00 17325
4 CFL light set with holder 8 Set 141.60 1132.8
5 Power Socket 5 Set 660.80 3304
Power Socket 5/16 Ampere 5 Pin with light 3 Set
6 indicator & Box. 826.00 2478
7 HDD Pipe of 15 to 20mm in Diameter 50 m 26.00 1300
8 MCB 4 No. 462.00 1848
9 MCB Box 1 No. 315.00 315
10 Main Switch-60 Ampere 1 No. 4935.00 4935
11 Service Wire 50 m 26.00 1300
12 Plastic Meter Box 1 No. 210.00 210
13 Meter 1 No. 6608.00 6608
Sub-Total(C) 73829.8
Total 11819478.83
Value Added Tax (VAT) @ 13% of Total 1536532.25
Grand Total 13356011.08
REMARKS
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Guard House & Pump House

Unit Rate Total Cost

S.N. Description of Work Quantity Unit Remarks
Rs. Rs.
(A) Civil Works
1 Site Clearance 100 m2 98.56 9856.00
2 Earthwork in excavation in Soft soil for foundation. 57.22 m3 615.94 35244.09
3 Backfilling 28.61 m3 615.94 17622.04
Earth back filling in foundation trenches with
4 m3 615.94 12589.81
compaction 20.44
Flat brick soling providing sand in perfect line and
5 m2 1067.87 94239.53
level. 88.25
6 P.C.C. (1:3:6).for Foundation 6.62 m3 13426.64 88884.36
P.C.C. (1:2:4).for Foundation ( Entry Staircase and
7 m3 14869.28 40444.44
Ramp) 2.72
8 P.C.C. (1:1.5:3) for R.C.C. works. 28.41 m3 18325.05 520614.67
9 Centering and shuttering works for R.C.C. 253.12 m2 1096.10 277444.83
R.C.C. reinforcement bar including bending,binding,
10 Kg 129.56 606780.01
cutting,placing etc. all complete. 4683.39
11 Brick work in (1:6) cement sand mortar. 21.35 m3 15161.49 323697.81
12 12.5 mm thick cement sand plaster in (1:4). 289.39 m2 357.61 103488.76
13 Making and fixing Salwood Chaukhat. 0.572 m3 278580.16 159347.85
14 Glazed Shutter in Window 8.30 m2 9000.70 74705.81
15 38mm panelled Shutter Sal Wood For Door 7.13 m2 13798.01 98379.81
16 3 mm thick cement punning(1:1) 289.39 m2 219.08 63399.56
17 Two Coats of WPC paint over a coat of primer 223.92 m2 370.70 83007.14
18 Enamel Paint Works in Doors & Windows 15.43 m2 307.74 4748.43
19 MS Grill Work for Window and Ventilation 112.32 Kg 129.56 14552.18

(B) Sanitary Works

Commode Pan With All Necessary Fittings &
1 1 Set 1732.00 1732.00
Transportation
2 Low levelled Cistern (Plastic) 1 Set 2310.00 2310.00
3 Wash Basin (16"X22") 1 Set 3575.00 3575.00
4 Supply & fixing for plastic Tank ( 500 Ltr.) 1 No. 8024.00 8024.00

Supply and Installation of Brass Tap, Shower, All type

5 1 Job 27140.00 27140.00
Pipe with all Necessary Fitting (8 point connection)

(C) Electrification Works

Electricity Wiring for POWER SOCKET (Concealed-
1 3 Point 1069.00 3207
all set with 3/20 copper wire)
 Electricity Wiring (Concealed-all set with 3/22 copper
2 20 Point 1333.00 26660
wire)
3 Ceiling Fan (42") (NS/ISI)With Regulator of 5 Steps 3 Set 3465.00 10395
4 CFL light set with holder 8 Set 141.60 1132.8
5 Power Socket 3 Set 660.80 1982.4
Power Socket 5/16 Ampere 5 Pin with light indicator
6 3 Set 826.00 2478
& Box.
7 HDD Pipe of 15 to 20mm in Diameter 35 m 26.00 910
8 MCB 3 No. 462.00 1386
9 MCB Box 1 No. 315.00 315
10 Main Switch-60 Ampere 1 No. 4935.00 4935
11 Service Wire 50 m 26.00 1300
12 Plastic Meter Box 1 No. 210.00 210
13 Meter 1 No. 6608.00 6608
Total 2733347.33
Value Added Tax (VAT) @ 13% of Total 355335.15
Grand Total 3088682.48
 COST ESTIMATE

Name of Project: Dhanaura Water Supply Project

Name of Work: Double Compartment Latrine
Unit Rate. Total Cost
S.N. Description of Work Quantity Unit Remarks
Rs Rs
A Double Compartment Latrine
1 Site Clearance 7.00 m2 98.56 689.92
Earthwork in excavation in Soft soil for
2 7.42 m3 615.94 4570.27
foundation.
Earth back filling in foundation trenches with
3 2.97 m3 615.94 1829.34
compaction
Flat brick soling providing sand in perfect line
4 11.68 m2 1067.87 12472.72
and level.
5 P.C.C. (1:3:6). 0.88 m3 13426.64 11815.44
6 Brick work with 1:6 cement sand ratio 6.95 m3 15161.49 105372.36
7 R.C.C work 1:2:4 1.41 m3 14869.28 20965.68
8 Reinforcement Bar for RCC Works 221.37 Kg 129.56 28680.70
9 Centering and shuttering works for R.C.C. 6.36 m2 1096.10 6971.20
10 12.5 mm thick cement sand plaster in (1:4). 62.13 m2 357.61 22218.31
11 Neat Cement Punning of 3 mm Thick (1:1) 4.30 m2 219.08 942.04
12 Making and fixing Salwood Chaukhat. 0.11 m3 278580.16 30643.82
38 mm thick Salwood Pannelled
13 2.93 m2 40428.17
Shutter,supplying and fixing. 13798.01
14 Enamel Paint Works in Doors & Ventilations 2.93 m2 307.74 901.68

B SEPTIC TANK & SANITARY FITTINGS

1 Site clearance 7.77 m2 98.56 765.81
2 Earthwork in Excavation 16.74 m3 615.94 10310.84
3 Brick Soling on Edge 7.77 m2 1848.60 14363.62
4 Lean Concrete (1:2:4) 0.69 m3 14869.28 10259.80
5 Brick Masonry Works in 1:6 C/S Ratio 6.66 m3 15161.49 100975.52
6 Backfilling of Earth in Foundation 8.37 m3 615.94 5155.42
7 PCC 1:2:4 for RCC Works 1.07 m3 14869.28 15910.13
8 Reinforcement Bar for RCC Works 95.55 Kg 129.56 12379.46
9 Form Work 8.00 m2 1096.10 8768.80
10 12.5 mm thick cement sand plaster in (1:4). 14.63 m2 357.61 5231.83
11 Neat Cement Punning of 3 mm Thick (1:1) 11.63 m2 219.08 2547.90
Ceramic NormalPan With All Necessary Fittings & Set 1365 2730.00
12 Transportation 2.00
13 Low levelled Cistern (Plastic) 2.00 Set 2310.00 4620.00
14 Wash Basin (16"X22") 1.00 Set 3575.00 3575.00
15 Supply & fixing for plastic Tank ( 500 Ltr.) 1.00 No. 8024.00 8024.00
 Supply and Installation of Brass Tap, Shower, All
16 type Pipe with all Necessary Fitting (8 point 1.00 Job 27140.00 27140.00
connection)
Total 521259.78
Value Added Tax (VAT) @ 13% of Total 67763.7714
Grand Total 589023.55
 ABSTRACT OF COST
Name of Project: Dhanaura Water Supply Project
Name of Work:- Pump House
Total Cost
S.N. Description of Work Quantity Unit Unit Rate Rs. Remarks
Rs.
1 Site clearance 15.75 Sqm 98.56 1552.32
2 Earthwork Excavation in foundation in Ordinary soil 5.71 cum 979.34 5592.03
3 Flat Brick Soling 23.4 sqm 1067.87 24988.16
4 1st class Brick masonry work in (1:6) Cement
Mortar 14.32 cum 15161.49 217112.54
5 Lean Concrete (1:3:6) 1.41 cum 13426.64 18931.56
6 Backfilling of Earth 4.28 cum 615.94 2636.22
7 PCC 1:2:4 for RCC Works 9.13 cum 16490.55 150558.72
8 Reinforcement Bar for RCC Works 691.80 Kg 129.56 89629.61
9 Form Work 57.25 sqm 1096.10 62751.73
10 Earth Filling & Compaction up to 500mm 5.51 Cum 615.94 3393.83
11 Sand of 75 mm Thick Filling in Floor 1.18 Cum 3550.76 4189.90
12 Cement Sand Plaster of 12.5mm Thick of 1:4 C/S ratio 104.25 Sqm 357.61 37280.84
13 Neat Cement Punning of 3 to 3.5mm Thick 54.00 Sqm 219.08 11830.32
14 Doors & Windows Frame of Sal Wood 0.10 Cum 278580.16 27858.02
15 38mm panelled Shutter Sal Wood For Door 2.06 sqm 13798.01 28423.90
16 Glazed Shutter in Window 1.68 Sqm 9000.70 15121.18
17 Cement Wash on Inner & Outer Walls 104.25 Sqm 370.70 38645.48
18 Enamel Paint Works in Doors & Windows 3.74 sqm 307.74 1150.95
19 MS Grill Work for Window 22.68 kg 129.56 2938.42
Total 686729.70
Value Added Tax (VAT) @ 13% of Total 89274.86
Grand Total 776004.56
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Compound Wall
Unit Total Cost
S.No. Description of Works Quantity Unit Remarks
Rate Rs. Rs.
1 Site Clearance 136.50 sqm 98.56 13453.44
2 Earthwork in Excavation in hard soil for: 55.95 cum 979.34 54794.07
3 Brick soling (Dry) on flat on foundation 110.55 sqm 1067.87 118053.03
4 PCC(1:2:4) works 9.81 cum 14869.28 145867.64
5 Ist class Brick work in 1:6 Cement motar 108.90 cum 15161.49 1651086.26
6 12.5 mm thick cement sand(1:4) plaster on all faces 750.11 sqm 357.61 268246.84
7 2 coat wpc painting over plastered surface 750.11 sqm 370.70 278065.78
8 Form work for pillar and top of wall (capping) 52.15 sqm 1096.10 57161.62
9 1:2:4 PCC for RCC work for gate pillar 1.29 cum 14869.28 19181.37
10 MS Rod ( 12 mm & 6 mm Dia) 87.84 kg 129.56 11380.55
MS Grill gate in (50*50*5 mm) Ms Angle frame
1"Squarw pipe partition @ 100 mm c/c all complete
11 300.00 kg 129.56 38868.00
with painting as per drawing(Size of gate openinig
4.5mx1.80m)
MS Grill gate in (50*50*5 mm) Ms Angle frame
1"Squarw pipe partition @ 100 mm c/c all complete
12 50.00 kg 129.56 6478.00
with painting as per drawing(Size of gate openinig 1
mx1.80m)
13 Chain Link Fencing on Top
a)Steel angles (50mm x50mm x 5mm) 119.30 Kg 129.56 15456.51
b)Chain link Fence Wire 11 Gauge x 2" 165.81 Kg 119.00 19731.39
c)Tension Band (5/8)" 25.20 Kg 129.56 3264.91
d)GI Light Pipe 1/2" On Top and Bottom 344.00 m 145.00 49880.00

14 Enamel Paint on Fencing 68.80 sqm 307.74 21172.51

15 Transportation of Fencing Materials(2 %) 1.00 Job 17666.56 17666.56 2 Percent
16 Installation of Fencing Materials 1.00 Job 20000.00 20000.00 L.S

Total 2809808.48
Value Added Tax (VAT) @ 13% of Total 365275.10
Grand Total 3175083.58
 ABSTRACT OF COST

Name of Project: Dhanaura Water Supply Project

Name of Work:- Pipeline Trench Excavation and Refilling/Pipe laying and Jointing

S Item Unit Unit Rate Breadth Height Transmission Line Distribution Line Total Total Total
No. Rs. Length m Qty. Amount Length Qty. Amount Length m Qty. Amount(Rs)
A E/W in excavation in
i) Ordinary soil m3 615.94 0.45 0.9 0.00 0.00 20509 8306.15 5116090.03 20509 8306.15 5116090.03
ii) Ordinary Soil m3 615.94 0.60 0.9 0 0.00 0.00 9691 5233.14 3223300.25 9691 5233.14 3223300.25
0.00 0
B Back filling of pipe line 0.00 0
trench 0.00 0
i) Ordinary soil m3 615.94 0.45 0.9 0 0.00 0.00 20509 8306.15 5116090.03 20509 8306.15 5116090.03
ii) Ordinary Soil m3 615.94 0.60 0.9 0 0.00 0.00 9691 5233.14 3223300.25 9691 5233.14 3223300.25
Sub Total (A+B) 0.00 16678780.56 0 16678780.56
Vat 13% 0.00 2168241.47 0 2168241.47
Total (A+B) 0 0.00 30200 18847022.03 30200 18847022.03

C Pipe laying & jointing

Size Series
1 200 mm φ 6 Kg/cm2 m 180.54 0.00 0 434.00 78354.36 434 78354.36
2 180 mm φ 6 Kg/cm2 m 128.03 0.00 0 119.00 15235.57 119 15235.57
3 160 mm φ 6 Kg/cm2 m 128.03 0.00 0 975.00 124829.25 975 124829.25
4 140 mm φ 6 Kg/cm2 m 128.03 4491.00 574982.73 4491 574982.73
5 125 mm φ 6 Kg/cm2 m 89.71 0.00 0 1397.00 125324.87 1397 125324.87
6 110 mm φ 6 Kg/cm3 m 89.71 817.00 73293.07 817 73293.07
7 90 mm φ 6 Kg/cm2 m 64.01 1458.00 93326.58 1458 93326.58
8 75 mm φ 6 Kg/cm2 m 64.01 3941.00 252263.41 3941 252263.41
9 63 mm φ 6 Kg/cm2 m 64.01 4009.00 256616.09 4009 256616.09
10 50 mm φ 10 Kg/cm2 m 4.47 4183.00 18698.01 4183 18698.01
11 40 mm φ 10 Kg/cm2 m 4.47 4311.00 19270.17 4311 19270.17
12 32 mm φ 10 Kg/cm2 m 3.78 4065.00 15365.7 4065 15365.70
13 25 mm φ 12.5 Kg/cm2 m 3.78 0.00 0 0 0.00
Total of HDP 0 0 0 30200 0 1647560 30200 0 1647560
Vat 13 % 214182.8 214182.80
ToTal (C) 0 0 1861742.80 0 1861742.80
TOTAL (A+B+C) 0.00 20708764.83 20708764.83
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Household Connection
Unit Rate Total Cost
S.No. Description of Works Quantity Unit Remarks
Rs. Rs.
Provisional for 1 Household Connection
Earthwork in excavation in ordinary soil in
1 8.10 cum 535.60 4338.36
pipeline trench

Earthwork in back filling including proper

2 8.10 cum 133.90 1084.59
compaction with ordinary soil

3 Supply of pipe and pipe fittings:

a) Appropriate Pipe Saddle Ferrule 1 pc 600 600.00
b) 15 mm GI Pipe- Medium Class 1.5 m 170 255.00
c) 20 mm PPR Pipe 16 Mpa 25 m 72 1800.00
d) 20 mm PPR Socket 1 pc 12 12.00
e) 15 mm GI Elbow 1 pc 46 46.00
f) 15 mm GI Union 1 pc 148 148.00
g) 15 mm GI Nipple 2 pc 83 166.00
h) 15 mm Ball Valve 1 pc 824 824.00
i) 15 mm GM Ferrule 1 pc 960 960.00
j) 15 mm Water Flow Meter 1 pc 1440 1440.00

Jointing and installation of pipe and pipe

4 1 job 660 660.00
fittings
Total 12333.95
 ABSTRACT OF QUANTITY & COST

Name of Project: Dhanaura Water Supply Project

Name of Work:- Supply of Tools & Plants
S.
Unit Wt Total Wt Unit Rate Total Cost
No Type of Tools Unit Qty Remarks
kg kg Rs. Rs.
.
1 Adjustable Spanner no 4 0.40 1.60 362 1 448.00
2 Blow Torch no 1 1.00 1.00 1690 1 690.00
3 Building Trowel no 4 0.25 1.00 89 356.00
4 Crowbar 1" x 5" no 4 3.50 14.00 658 2 632.00
5 Die Set ½"-1" with teeth Set 3 0.80 2.40 2597 7 791.00
6 Die Set 1½"-2" with teeth Set 2 1.00 2.00 3864 7 728.00
7 Die Teeth Oil with cane L 1 1.50 1.50 725 725.00
8 Hacksaw Blade doz 15 0.50 7.50 138 2 070.00
9 Hacksaw Frame no 5 0.60 3.00 128 640.00
10 Heating Plate (100 mm dia.) no 1 2.50 2.50 906 906.00
11 Hoe no 8 2.00 16.00 221 1 768.00
12 Iron Brush no 3 0.50 1.50 79 237.00
13 Iron Pan (medium size) no 6 1.00 6.00 220 1 320.00
14 Measuring Tape 30 m. no 2 0.75 1.50 1027 2 054.00
15 Pick Axe no 5 5.00 25.00 2053 10 265.00
16 Pipe Wrench 14" no 3 1.50 4.50 641 1 923.00
17 Pipe Wrench 18" no 3 2.40 7.20 906 2 718.00
18 Pipe Wrench 24" no 3 2.50 7.50 1600 4 800.00
19 Pipe Wrench 36" no 3 4.00 12.00 3450 10 350.00
20 Pipe Wrench 48" no 3 6.00 18.00 4802 14 406.00
21 Chain wrench no 3 4.00 12.00 4807 14 421.00
22 Pipe cutter- no 3 6.00 18.00 6325 18 975.00
23 Pointing Trowel no 1 0.10 0.10 89 89.00
24 Shovel no 10 2.40 24.00 316 3 160.00
25 Sledge Hammer 10 kg no 4 4.55 18.20 2053 8 212.00
26 Spare Die Teeth (½"-1½") Set 2 0.50 1.00 2597 5 194.00
27 Stone Chisel 1" x 12" no 2 2.00 4.00 290 580.00
28 Stone Chisel 1" x 6" no 2 1.00 2.00 206 412.00
29 Teflon cover m² 0.5 0.50 0.25 3502 1 751.00
30 Thermocrome Crayon no 3 1.00 3.00 531 1 593.00
31 Chain pully 5 ton no 1 500.00 500.00 35622 35 622.00
32 Tools Box with locking set no 2 10.00 20.00 2415 4 830.00
Sub-Total 738.25 1 70 666.00

Transportation Cost @ 2.5 % of Procurement Cost 4 266.65

Total: 1 74 932.65
Value Added Tax (VAT) @ 13% of Total 22 741.24
Grand Total 1 97 673.89
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Sanitation - Awareness Programme
Unit Rate Total Cost
S.No. Description of Works Unit Quantity Remarks
Rs. Rs.
A Development Phase Activities (Project Level)
Stakeholders Meeting at District Level: Program
preparation and appraisal meeting of District Water
1 No. 2 7260.00 14520.00
Orientation to head master,
Supply and Sanitation secretaryCommittee
Coordination of village
development
members and committee, chairperson
other stakeholders of School
(30 Persons)
Management Committees and Parent-Teacher's
Associations, Water Supply and Sanitation Users
2 Committees, Women's Groups, local NGOs and Clubs, No. 2 65521.50 131043.00
and prominent social workers (No. of participants :25;
Duration: 3 days)
B1 School associated program ( SLTS)
Orientation to teachers, School Management
1 Committee and Parent Teacher Association personnel No. 5232.70
(1 day)
2 Orientation to members of Child Club (1 day) No. 3025.00
3 Establishment of sanitation multi facet table No. 4840.00
4 Construction of toilet and urinal % 121000.00
5 Provision for water supply facilities % 30250.00
Establishment of fund for maintenance of water supply
6 % 3630.00
and sanitation facilities
Sub-Total [B1] 0.00
B2 VDC/Community associated program
Discussion meeting with facilitator, community
1 No. 4 665.50 2662.00
mobilizer, women group etc. (for 1 day)
Social mapping, establishment of sanitation notice
2 No. 4 3630.00 14520.00
board and creation of awareness materials
Monitoring of sanitation activities of schools and
3 communities by Water Supply and Sanitation No. 8 8470.00 67760.00
Division/Sub-Division Office
Monitoring and facilitation of sanitation of sanitation
4 activities of schools and communities through local No. 8 2420.00 19360.00
NGO/Club/Women's group/ CBO
Facilitation for sanitation promotion and construction
5 of sanitary latrines in project service area through local No. 242.00 0.00
NGO/Club/Women's group/CBO
Appreciation-Recognition/Establishment of Revolving
6 Fund/Support (for construction of household sanitary No. 1452.00 0.00
latrines)
Promotion of sanitation activities in the communities
7 for the continuation of total sanitation after attaining No. 121.00 0.00
open defecation free state
Sub-Total [B2] 104302.00
Total [B1+B2] 104302.00
Grand Total [A+B] 249865.00
.
 6600.00

59565.00

4757.00

2750.00
4400.00
110000.00
27500.00
3300.00

605.00

3300.00

7700.00

2200.00

220.00

1320.00

110.00
 ABSTRACT OF COST

Name of Project: Dhanaura Water Supply Project

Name of Work:- Supply of Pipes
0
S.No. HDPE/ GI Rate per 2% Trans. Vat Actual Transmission line Distribution line Total Total Total
Pipe Size Pressure m Cost (Rs) 13% Rate Length Amount Length Amount(Rs) Length"M" Weight( kg) Amount
A PIPE COST
HDPE Pipes
1 250 mm φ 4 Kg/cm2 2025.04 40.50 268.52 2334.06 454.00 1059663.24 454 0 1059663.24
2 225 mm φ 4 Kg/cm2 1602.08 32.04 212.44 1846.56 2008.00 3707892.48 2008 0 3707892.48
3 200 mm φ 6 Kg/cm2 1602.08 32.04 212.44 1846.56 434.00 801407.04 434 0 801407.04
4 180 mm φ 6 Kg/cm2 1295.26 25.91 171.75 1492.92 0 119.00 177657.48 119 0 177657.48
5 160 mm φ 6 Kg/cm2 1026.26 20.53 136.08 1182.87 0 975.00 1153298.25 975 0 1153298.25
6 140 mm φ 6 Kg/cm2 789.07 15.78 104.63 909.48 0 4491.00 4084474.68 4491 0 4084474.68
7 125 mm φ 6 Kg/cm2 622.61 12.45 82.56 717.62 1397.00 1002515.14 1397 0 1002515.14
8 110 mm φ 6 Kg/cm3 463.22 9.26 61.42 533.90 0 817.00 436196.30 817 0 436196.30
9 90 mm φ 6 Kg/cm2 331.84 6.64 44.00 382.48 1458.00 557655.84 1458 0 557655.84
10 75 mm φ 6 Kg/cm2 323.95 6.48 42.96 373.39 3941.00 1471529.99 3941 0 1471529.99
11 63 mm φ 6 Kg/cm2 231.20 4.62 30.66 266.48 4009.00 1068318.32 4009 0 1068318.32
12 50 mm φ 10 Kg/cm2 216.51 4.33 28.71 249.55 4183.00 1043867.65 4183 0 1043867.65
13 40 mm φ 10 Kg/cm2 139.81 2.80 18.54 161.15 4311.00 694717.65 4311 694717.65
14 32 mm φ 10 Kg/cm2 90.85 1.82 12.05 104.72 4065.00 425686.80 4065 425686.80
0.00 0.00 Total of HDPE 32662 17684880.86 32662 0 17684880.86

Transportation of HDPE Pipe from @ 2 % of

factory/market upto store and procurement cost
B further to laying site 353697.62
Total (A+B) 18038578.48
 HDPE Pipe Ex- Factory Rates
Unit Rate
Fiscal Year: 2076/077 272.00 Per Kg
Rs.:

Working Working
Working Pressure Working Pressure
Pressure 2.5 Pressure 4.0
Pipe size Kg/sqcm (Series Kg/sqcm (Series 6.0 Kg/sqcm (Series 10.00 Kg/sqcm Pipe size
Outside IV) (Series V) Outside
II) III)
Diameter Diameter
mm Average Average Average Average mm
Price Price Price Price
Weight Weight Weight Weight
Rs./m Rs./m Rs./m Rs./m
Kg/m Kg/m Kg/m Kg/m
16 0 0.00 0.00 0.092 25.02 16
20 0 0.00 0.00 0.134 36.45 20
25 0 0.00 0.00 0.202 54.94 25
32 0 0.00 0.226 61.47 0.334 90.85 32
40 0 0.251 68.27 0.35 95.20 0.514 139.81 40
50 0.00 0.378 102.82 0.542 147.42 0.796 216.51 50
63 0.403 109.62 0.585 159.12 0.85 231.20 1.269 345.17 63
75 0.557 151.50 0.846 230.11 1.191 323.95 1.782 484.70 75
90 0.779 211.89 1.22 331.84 1.715 466.48 2.568 698.50 90
110 1.185 322.32 1.703 463.22 2.545 692.24 3.801 1033.87 110
125 1.53 416.16 2.289 622.61 3.293 895.70 4.962 1349.66 125
140 1.897 515.98 2.901 789.07 4.15 1128.80 6.209 1688.85 140
160 2.453 667.22 3.773 1026.26 5.355 1456.56 8.079 2197.49 160
180 3.148 856.26 4.762 1295.26 6.8 1849.60 10.256 2789.63 180
200 3.876 1054.27 5.89 1602.08 8.391 2282.35 12.62 3432.64 200
225 4.822 1311.58 7.445 2025.04 10.544 2867.97 16.014 4355.81 225
250 6.012 1635.26 9.187 2498.86 13.041 3547.15 19.757 5373.90 250
280 7.417 2017.42 11.455 3115.76 16.327 4440.94 24.708 6720.58 280
315 9.417 2561.42 14.508 3946.18 20.691 5627.95 31.16 8475.52 315
350 11.957 3252.30 18.382 4999.90 26.243 7138.10 39.635 10780.72 350
400 16.221 4412.11 23.343 6349.30 33.309 9060.05 50.344 13693.57 400
450 19.163 5212.34 29.251 7956.27 42.065 11441.68 63.598 17298.66 450
500 23.836 6483.39 36.406 9902.43 51.9 14116.80 78.735 21415.92 500
Note: Above rates are calculated as per the weight chart specified in NS 40.
The above prices are Ex-factory price excluding Value Added Tax.
 TRANSPORTATION COST OF MAJOR CONSTRUCTION MATERIALS

Metalled Road Head: Lamki Distance in Km : 66

Gravel Roadhead : Distance in Km : 1
Earthen Road Head: Distance in Km :
Metal Gravel Earthen
Sand quarry: Khutiya River Distance in Km : 50 49 1 0
Stone quarry : Khutiya River Distance in Km : 50 49 1 0
Aggregate quarry: Khutiya River Distance in Km : 50 49 1 0
Brick Chaumala Distance in Km : 38 37 1 0

Transportation Cost Handelling

Unit Total cost of
Material
Wt Avg. Haulage Dist. (Km.) Transportation
S.N. Particulars Unit District Total Cost Per
Kg.uni Capacity Total Time taken Cost of Loading & Cost of & Handelling
6 Ton Distance for Transn Transn Unloading Loading/Unloadin Rate
t Metalled Gravel Earthen (NRs./Unit)
Truck Road Road Road (Km) (hour) (NRs.) Coefficient g (NRs./Truck)

1 Reinforcement M. Ton 1000.0 6 66 1 0 67 4.15 1340.87 3.041 1581.32 1604.42 90000.00 91604.42 M.Ton
2 Cement Bag 50.0 120 66 1 0 67 4.15 67.04 3.041 1581.32 80.22 850.00 930.22 Bag
3 Bricks Nos. 3.0 2000 37 3 0 40 2.90 2.81 1.880 977.60 3.30 12.50 15.80 Nos.
4 Aggregate (5-10) mm Cum 1596.0 3.76 49 1 0 50 3.30 1701.44 2.310 1201.20 2020.91 1450.00 3470.91 Cum
5 Aggregate (10-20) mm Cum 1596.0 3.76 49 1 0 50 3.30 1701.44 2.310 1201.20 2020.91 1800.00 3820.91 Cum
6 Aggregate (20-40) mm Cum 1596.0 3.76 49 1 0 50 3.30 1701.44 2.310 1201.20 2020.91 1320.00 3340.91 Cum
7 Sand Cum 1500.0 4.00 49 1 0 50 3.30 1599.35 2.310 1201.20 1899.65 600.00 2499.65 Cum
8 Local Wood Cum 700.0 8.57 66 1 0 67 4.15 938.77 3.041 1581.32 1123.29 48000.00 49123.29 Cum
9 Other Kg 1.0 6000 66 1 0 67 4.15 1.34 3.041 1581.32 1.60 0 1.60 Kg
10 Stone Cum 1700.0 3.53 49 1 0 50 3.30 1812.30 2.310 1201.20 2152.58 1162.50 3315.08 Cum
NOTES
* A Truck Capacity of 6 Ton has been taken for the calculation
* Truck Speed of 40, 20 and 10 km per hour has been assumed for Metalled Road, Gravel Road and Earthen Road, respectively.
* Loading and unloading time of 0.75 hour has been assumed
* Average time for one trip = 2 times traveling time + Loading and un loading time has been taken
* 400 Nos. of Bricks = 1 cubic meter of Bricks
* Transportation Rate 1938.61
* Unskilled Labour Wage 520.00 (NRs./Day) has been taken
* Constant Loading and unloading coefficient of 2.5 has been taken for Cement & reinforcement bar.
*Collection of Stone = 2.5 @MD Rs 1162.5
TRANSPORTATION OF CONSTRUCTION MATERIALS BY TRUCK
( FY 2076/077)

Rent of Truck
Truck Cost of 6 MT Capacity (A) NRs. 4400000
Total Working Hours (B) Hrs 10000.00
Working Hour per Year (C) Hrs 2000.00
Diesel per liter NRs. 97.00
Mobil per liter NRs. 715.00
Gear oil per liter NRs. 715.00
Grease per kg NRs. 715.00
Driver's Salary per day (W) NRs. 676.50
Truck Helper wage per Day (V) NRs. 511.50
Cost of one Tyre(T) NRs. 23100.00

I Ownership Rent of Truck

Depreciation cost per hour A/B NRs. 440.00
Insurance cost 0.1*A/C NRs. 44.00
Interest / hour 0.01*A/C NRs. 22.00
Sub total of (I) NRs./hour 506.00

II Operation Cost
1 Maintenance Cost
a. Over hauling cost/hour 0.55*A/B NRs. 242
b. Maintenance & Repair cost/hour 0.23*A/B NRs. 101.2
Sub total of (II-1) NRs./hour 343.20
2 Net Operating Cost Per Hour
a) Fuel and lubricant cost per hour
H.S.Disel 5.5 liter 533.50
Mobil 0.1 liter 71.50
Gear oil 0.03 liter 21.45
Grease 0.015 liter 10.73
Sub total of (a) NRs./hour 637.18
b) Spare Parts
Life Span of Tyre (L) 2000 Hrs
Cost of Tyres per hour 6*(T/L) NRs. 69.30
Miscellaneous items NRs. 9.60
Extra NRs. 3.20
Sub total of (b) NRs./hour 82.10
c) Salary
Working Hour per day (N) 8 Hrs
Driver wages per hour W/N NRs. 84.56
Helper wages per hour V/N NRs. 63.94
Loading/Unloading NRs. 95.63
Sub total of (c) NRs./hour 244.13
d) Improvement and other minor repair
Lump Sum NRs./Hour 16.00
Sub total of (d) NRs./Hour 16.00

Sub total of (II) NRs./Hour 1322.61

III Supervision and overhead expenses 0.05*A/C NRs./Hour 110.00

Total Per hour cost of Truck ( I+II+III) NRs./Hour 1938.61
 MARKET RATE OF KAILALI (APPROVED DISTRICT RATE)
FISCAL YEAR 2076/077

Market Rate Tran. Rate Adopted

S.No. Item Unit Remarks
(NRs.) (NRs.) Rate (NRs.)
1 Unskilled Labour 520.00 m.d. 520.00
2 Skilled Labour 760.00 m.d. 760.00
3 Semi Skilled Labour 640.00 m.d. 640.00
4 Plumber 620.00 m.d. 620.00
5 Carpenter 753.50 m.d. 753.50
6 Painter 753.50 m.d. 753.50
7 Helper 520.00 m.d. 520.00
8 Driller/Operator 610.50 m.d. 610.50
9 Drilling Helper 511.50 m.d. 511.50
10 Brick (First Class) 12.50 no. 3.30 15.80
11 Brick Ballast 9383.00 cum 0 9383.00
12 43/53 Grade OPC Cement (50kg bag) 850.00 bag 80.22 930.22
13 Reinforcement Bar 90000.00 MT 1604.42 91604.42
14 M.S. Binding Wire 110.00 kg 1.60 111.60
15 Sal Wood 194000.00 cum 1123.29 195123.29
16 Shishum Wood 135000.00 cum 1123.29 136123.29
17 Local Wood 48000.00 cum 1123.29 49123.29
18 Nails 210.00 kg 1.60 211.60
19 G.I.Wire (Heavy Coated) 8 gauge 124.00 kg 1.60 125.60
10 gauge 124.00 kg 1.60 125.60
12 gauge 125.00 kg 1.60 126.60
20 G.I.Wire (Medium Coated) 8 gauge 118.00 kg 1.60 119.60
10 gauge 118.00 kg 1.60 119.60
12 gauge 119.00 kg 1.60 120.60
21 Chicken Wire Mesh 320.00 sqm 0.64 320.64 0.4 kg/sqm
22 Rubble Boulder (Block Stone) 1162.50 cum 2152.58 3315.08
23 Bond Stone 0.00 cum 2152.58 2152.58
24 Aggregate for Concrete(Average 5-10 mm size) 1450.00 cum 2020.91 3470.91 1:2:1
25 Aggregate for Concrete(Average 10-20 mm size 1800.00 cum 2020.91 3820.91 1:2:1
26 Aggregate for Concrete(Average 20-40 mm size 1320.00 cum 2020.91 3340.91 1:2:1
27 Stone Dust of Crusher 550.00 cum -
28 Gravel for Road 0.00 cum -
29 Sand 600.00 cum 1899.65 2499.65
30 Fine Sand 0.00 cum 1899.65 1899.65
31 Mud 380.00 cum 0.00 380.00
32 Water Proofing Compound(Japanese) 315.00 kg 1.60 316.60
33 Enamel Paint 630.00 liter 1.60 631.60
34 Aluminum Paint 630.00 liter 1.60 631.60
35 Wood Primer 415.00 liter 1.60 416.60
36 Metal Primer 369.00 liter 1.60 370.60
37 White Wash (Lime) 23.00 kg 1.60 24.60
38 Cement Paint (Snowcem) 80.00 kg 1.60 81.60
39 Distemper Powder 264.00 kg 1.60 265.60
40 Sand Paper 0.00 pc 0.47 0.47
41 Bitumen Paint (Black Japan) 315.00 liter 1.60 316.60
42 Tarfelt Sheet 0.00 kg 3.92 3.92
43 Jute 0.00 kg 1.60 1.60
44 Bitumen (80/100 Grade) 0.00 kg 1.60 1.60
45 Gum (Rathicol/Fevicol etc) 0.00 kg 1.60 1.60
46 Brass Tap 1/2" (400 gm) 0.00 no. 1.15 1.15
47 Barbed Wire (12 gauge) 110.00 kg 1.60 111.60
48 Barbed Wire (14 gauge) 110.00 kg 1.60 111.60
49 Iron MS Angle 0.00 pc 12.00 12.00 7.5 kg/ pc
50 Fire Wood 0.00 kg 1.60 1.60
51 Bitumen Washer 0.00 pc 0.08 0.08 20 nos. in 1 pac
52 Jute 0.00 sqm 1.60 1.60
53 Kerosene 0.00 liter 1.60 1.60
54 Iron Gate 0.00 kg 40 40.00 25 kg/ pc
55 Polythene Sheet 500 gauge 0.00 m 1.60 1.60
56 Manhole cover dia.600 mm 0.00 pc 8.00 8.00 5 kg/pc
57 Suspension Cable 8 mm 0.00 m 0.38 0.38 0.22 kg/m
58 Suspension Cable 13 mm 0.00 m 1.02 1.02
59 Buldog grip 8 mm 0.00 pc 0.24 0.24 0.1 kg/pc
60 Buldog grip 13 mm 0.00 pc 0.40 0.40 0.17 kg/pc
61 Holdfast 0.00 kg 1.60 1.60
62 Screw 0.00 0.00
63 Kabja 150 mm 51.00 pc 51.00
64 Cheskini 150 mm 80.00 pc 80.00
65
66
67 Locking Set 270.00 set 270.00
68 Handle 50.00 set 50.00
69 Khaksi 0.00 pc 0.00
70 4 mm thick Plain Glass 0.00 sqm 0.00
71 Tower Bolt 100mm 0 74.00 74.00
72 Tower Bolt 150mm 0 107.00 107.00
73 Tower Bolt 300mm 0 260.00 260.00
74 Hinge 75mm 0 22.00 22.00
75 Hinge 100mm 0 40.00 40.00
76 Hinge 125mm 0 50.00 50.00
77 Hinge 150mm 0 57.00 57.00
78 Diesel 97.00 ltr. 97.00
79 Bentonite 0 Ton 1600.00 1600.00
80 Barite (CMC) 0 Ton 1600.00 1600.00
81 Drill bit 0 No 0.00
82 Oxygen gas 0 Cylinder 0.00
83 Acetylene gas 0 Cylinder 0.00
84 Bucket 0 No 0.00
85 Liner 0 No 0.00
86 Piston rod 0 No 0.00
87 Welding rod 0 Pkt 0.00
88 Gland packing 0 Set 0.00
89 Swivel Packing 0 Set 0.00
90 Valve Packing 0 Set 0.00
91 Valve steel ball 0 No 0.00
92 Valve seat 0 No 0.00
93 Valve Packing 0 No 0.00
94 Pea gravel 0 Cum 2020.91 2020.91
95 Rig Machine 0 Hrs 0.00
96 Elec. Generator 0 Hrs 0.00
97 Water Truck 0 Hrs 0.00
98 Cargo Truck 0 Hrs 0.00
99 Pickup Truck 0 Hrs 0.00
100 Water Pump 0 Hrs 0.00
101 Rod hexa mata 0.00 kg 0.00
102 Compressor 0.00 Hrs 0.00
103 Submersible pump 25 hp 0 Hrs 0.00
104 Elec. Generator 0 Hrs 0.00
105 Discharge meter 0 Hrs 0.00
106 indicator 0 Hrs 0.00
107 6''pipe tee 0 Hrs 0.00
108 Pickup Truck 0 Hrs 0.00
109 Tripod sets 0 Hrs 0.00
110 Gasket 0.00 Set 0.00
111 Power cell 0 nos 0.00
112 Elec. logging mch. 0 Hrs 0.00
113 Crowbar 0.00 pc 0.00
114 Shovel 0.00 pc 0.00
115 Pick Axe 0.00 pc 0.00
116 Spade 0.00 pc 0.00
117 Hansiya 272.00 pc 272.00
118 Khukuri (Knife) 0.00 pc 0.00
119 Phokard hero 0.00 pc 0.00
120 Wheel Barrow 9785.00 pc 9785.00
121 Chissel 1"X6" 0.00 pc 0.00
122 Chissel 1"X12" 0.00 pc 0.00
123 Sledge Hammer 5 kg 0.00 pc 0.00
124 Sledge Hammer 10 kg 0.00 pc 0.00
125 Heating Plate 100 mm 0.00 pc 0.00
126 Heating Plate 150 mm 0.00 pc 0.00
127 Teflon Cover 0.00 sqm 0.00
128 Thermochrome Chalk 0.00 pc 0.00
129 Blow Tourch 594.00 pc 594.00
130 Burner 1081.00 pc 1081.00
131 Pipe Wrench 14" 690.00 pc 690.00
132 Pipe Wrench 18" 849.00 pc 849.00
133 Pipe Wrench 24" 1545.00 pc 1545.00
134 Hecksaw Frame 135.00 135.00
135 Hecksaw Blade 21.00 21.00
136 Adjustable Wrench 648.00 648.00
137 Iron Pan 0.00 0.00
138 Trowel 0.00 0.00
139 File 0.00 0.00
140 Wire Brush 0.00 0.00
141 Die Set 1/2-1" 2575.00 2575.00
142 Die Set 1 1/2-1" 3836.00 3836.00
143 Table Vice 2758.00 2758.00
144 Pipe Vice 0.00 0.00
145 Die Set Teeth 1/2-2" 4326.00 4326.00
146 Die Teeth Oil Can 540.00 ltr. 540.00
147 Measuring Tape 5 mtr. 0.00 0.00
148 Measuring Tape 30 mtr. 0.00 0.00
149 Hand Saw 0.00 0.00
 150 Tool Box 14"X8"X12" 0.00 0.00

54 lh= cfO{ kfO{k

54=1 ½Æø sf] ldl8od 163 /=dL= 163.00
54=2 ¾Æø sf] ldl8od 205 ,, 205.00
54=3 !Æø sf] ldl8od 312 ,, 312.00
54=4 !¼Æø sf] ldl8od 407 ,, 407.00
54=5 !½Æø sf] ldl8od 468 ,, 468.00
54=6 @Æø sf] ldl8od 642 ,, 642.00
54=7 2½Æø sf] ldl8od 820 ,, 820.00
54=8 3Æø sf] ldl8od 1020 ,, 1020.00
54=9 $Æø sf] ldl8od 1525 ,, 1525.00
54=10 %Æø sf] ldl8od 2056 ,, 2056.00
54=11 ^Æø sf] ldl8od 2488 ,, 2488.00
55 lk=lk=cf/= kfO{k tyf lkml6·x? 5'6\6}
rf6{df
pNn]v eP
56 Pd\= P:f\= s]l;ª kfO{k / lkml6+x?
cg';f/
56=1 250 ld ld ø * ld ld df]6fO s]l;ª kfO{k 10500 /=dL= 10500.00
56=2 150 ld ld ø ^ ld ld df]6fO s]l;ª kfO{k 2700 ,, 2700.00
56=3 150 ld ld ø ^ ld ld df]6fO :n6]8 :s{Lg kfOk 3700 ,, 3700.00
56=4 200 ld ld ø ldl8od Snd; $=*% ld ld df]6fO 3400 ,, 3400.00
kfO{k
56=5 150 ld ld ø ldl8od Snd; $=*% ld ld df]6fO 2900 ,,
2900.00
kfO{k
56=6 100 ld ld ø ldl8od Snd; $=*% ld ld df]6fO 2650 ,,
2650.00
kfO{k
56=7 100 ld ld ø ldl8od Snd; $ ld ld df]6fO 1655 ,, 1655.00
56=8 kfO{k
150mm dia. .30*.50m Elbow 1500 uf]6f 1500.00
56=9 150mm dia.Non Return Valve 15950 ,, 15950.00
56=10 150mm dia. Flange 610 ,, 610.00
56=11 150mm dia. .45*.15m Tee 1720 ,, 1720.00
56=12 150mm dia. Sluice Valve 15600 ,, 15600.00
56=13 150mm dia. .3*.3m Bend 2540 ,, 2540.00
56=14 200mm dia. .60*.40m Tee 3475 ,, 3475.00
56=15 200mm dia. Flange 935 ,, 935.00
250mm dia. Flange 2400 ,, 2400.00
56=16 200mm dia. Sluice Valve 26500 ,, 26500.00
56=17 200mm dia. .3*.3m Elbow 5000 ,, 5000.00
56=18 100mm dia.Non Return Valve (Wt 1780 ,,
1780.00
minimum 10Kg)
56=19 100mm dia. .15*.15m Elbow 1390 ,, 1390.00
56=20 100mm dia. Sluice Valve 10200 ,, 10200.00
56=21 100mm dia. Flange (Wt. minimum 6 kg 345 ,, 345.00
56=22 $Æ Pd\= P:f\= kfO{k Screen Knock 2000 ,, 2000.00
56=23 df5f 5]Sg] hfnL :6]gn]; :6Lnsf] % ld=dL= 790 j=dL= 790.00
56=24 d]z ePsf]
df5f 5]Sg] hfnL dzLgd]8 hL=cfO{= 525 ,, 525.00
57 % ;]dL= d]z ePsf]
Pd o; :6|]g/
 57=1 $Æø sf] !) lkm6 nfdf] 2030 /=dL= 2030.00
57=2 ^Æø sf] :6«]g/ !) lkm6 nfdf] 3400 ,, 3400.00
58 o"=kL=le=l;= lkml6+
58=1 Tee ND 160*160*160 mm (4 Kg/sq.cm) 1700 uf]6f 1700.00
58=2 Tee ND 200*200*200 mm (4 Kg/sq.cm) 5500 uf]6f 5500.00
58=3 Bend ND 200 mm (4 Kg/sq.cm) 3600 uf]6f 3600.00
58=4 Bend ND 160 mm (4 Kg/sq.cm) 1400 uf]6f 1400.00
58=5 Reducer ND 200 mm (4 Kg/sq.cm) 1505 uf]6f 1505.00
58=6 Coupler ND 160 mm (4 Kg/sq.cm) 750 uf]6f 750.00
58=7 Coupler ND 200 mm (4 Kg/sq.cm) 1600 uf]6f 1600.00
58=8 End Cap ND 200 mm (4 Kg/sq.cm) 765 uf]6f 765.00
58=9 End Cap ND 160 mm (4 Kg/sq.cm) 550 uf]6f 550.00
58=10 Solvent Cement 610 ln= 610.00
59 $Æø ;S;g kfOk 700 /=dL= 700.00
60 $Æø ;le{; kfOk 200 s]=hL= 200.00
61 $Æø eNj a]08 2740 ;]6 2740.00
62 s|; 6L
62=1 1½Æø ldl8od lh=cfO{= ^ d'v] 2190 uf]6f 2190.00
62=2 1½Æø ,, $ d'v] 1100 ,, 1100.00
63 lh=cfO{= ;s]6
63=1 ½Æø sf] ldl8od 41 uf]6f 41.00
63=2 ¾Æø sf] ldl8od 64 ,, 64.00
63=3 !Æø sf] ldl8od 82 ,, 82.00
63=4 !¼Æø sf] ldl8od 129 ,, 129.00
63=5 !½Æø sf] ldl8od 173 ,, 173.00
63=6 @Æø sf] ldl8od 268 ,, 268.00
63=7 2½Æø sf] ldl8od 450 uf]6f 450.00
63=8 3Æø sf] ldl8od 600 ,, 600.00
63=9 $Æø sf] ldl8od 949 ,, 949.00
64 lh=cfO{ o'lgog
64=1 ½Æø sf] ldl8od 115 uf]6f 115.00
64=2 ¾Æø sf] ldl8od 165 ,, 165.00
64=3 !Æø sf] ldl8od 220 ,, 220.00
64=4 !¼Æø sf] ldl8od 315 ,, 315.00
64=5 !½Æø sf] ldl8od 430 ,, 430.00
64=6 @Æø sf] ldl8od 580 ,, 580.00
64=7 2½Æø sf] ldl8od 1090 uf]6f 1090.00
64=8 3Æø sf] ldl8od 1560 ,, 1560.00
64=9 $Æø sf] ldl8od 2065 ,, 2065.00
65 lh=cfO{= lgKkn
65=1 ½Æø sf] ldl8od ^Æ 81 uf]6f 81.00
65=2 ¾Æø sf] ldl8od ^Æ 111 ,, 111.00
65=3 !Æø sf] ldl8od ^Æ 150 ,, 150.00
65=4 !¼Æø sf] ldl8od ^Æ 200 ,, 200.00
65=5 !½Æø sf] ldl8od ^Æ 250 ,, 250.00
65=6 @Æø sf] ldl8od ^Æ 350 ,, 350.00
66 lh=cfO{= 6L
66=1 ½Æø sf] ldl8od 66 uf]6f 66.00
66=2 ¾Æø sf] ldl8od 103 ,, 103.00
66=3 !Æø sf] ldl8od 139 ,, 139.00
 66=4 !¼Æø sf] ldl8od 219 ,, 219.00
66=5 !½Æø sf] ldl8od 267 ,, 267.00
66=6 @Æø sf] ldl8od 418 ,, 418.00
67 lh=cfO{ cgOSj}n 6L
67=1 ½x¾Æ sf] 155 uf]6f 155.00
68 Unf]a eNe
68=1 ½Æø sf] ldl8od 742 uf]6f 742.00
68=2 ¾Æø sf] ldl8od 1262 ,, 1262.00
68=3 !Æø sf] ldl8od 1762 ,, 1762.00
68=4 !¼Æø sf] ldl8od 3564 ,, 3564.00
68=5 !½Æø sf] ldl8od 4520 ,, 4520.00
68=6 @Æø sf] ldl8od 6304 ,, 6304.00
69 u]6 eNe -a|f;_
69=1 ½Æø sf] ldl8od 832 uf]6f 832.00
69=2 ¾Æø sf] ldl8od 1143 ,, 1143.00
69=3 !Æø sf] ldl8od 1744 ,, 1744.00
69=4 !¼Æø sf] ldl8od 2624 ,, 2624.00
69=5 !½Æø sf] ldl8od 3567 ,, 3567.00
69=6 @Æø sf] ldl8od 5500 ,, 5500.00
70 Po/ eNa
70=1 ½Æø sf] ldl8od 2460 uf]6f 2460.00
70=2 ¾Æø sf] ldl8od 3135 ,, 3135.00
70=3 !Æø sf] ldl8od 3850 ,, 3850.00
71 lh=cfO{= l/8\o";/
71=1 ½x¾Æ sf] 38 uf]6f 38.00
71=2 ¾x!Æ sf] 53 ,, 53.00
71=3 ! x!¼Æ sf] 82 ,, 82.00
71=4 !¼ x !½Æ sf] 112 ,, 112.00
71=5 !½ x 2Æ sf] 165 ,, 165.00
71=6 @ x @½Æ sf] 270 ,, 270.00
71=7 @½ x 3Æ sf] 395 ,, 395.00
71=8 # x $Æ sf] 615 ,, 615.00
72 lh=cfO{= PNaf]
72=1 ½Æø sf] ldl8od 46 uf]6f 46.00
72=2 ¾Æø sf] ldl8od 72 ,, 72.00
72=3 !Æø sf] ldl8od 115 ,, 115.00
72=4 !¼Æø sf] ldl8od 164 ,, 164.00
72=5 !½Æø sf] ldl8od 242 ,, 242.00
72=6 @Æø sf] ldl8od 370 ,, 370.00
73 lh=cfO{= OG8Sofk
73=1 ½Æ sf] ldl8od 45 uf]6f 45.00
73=2 ¾Æ sf] ldl8od 70 ,, 70.00
73=3 !Æ sf] ldl8od 90 ,, 90.00
73=4 !¼Æ sf] ldl8od 175 ,, 175.00
73=5 !½Æ sf] ldl8od 195 ,, 195.00
73=6 @Æ sf] ldl8od 250 ,, 250.00
74 kmnfd] d]gxf]n sj/
74=1 ^) ;]=dL= Aof;sf] -vfg]kfgLsf] nflu_ 1550 ,, 1550.00
74=2 () ;]=dL=Aof;sf] -vfg]kfgLsf] nflu_ 2050 ,, 2050.00
,, 0.00
 ,, 0.00
75 6'6L
75=1 lkQnsf] x]eL ﴾ $)) u|fd﴿ 650 uf]6f 650.00
75=2 lkQnsf] x]eL ﴾ @)) u|fd﴿ 350 ,, 350.00
75=3 Knfl:6ssf] 75 ,, 75.00
76 kf]lnlygsf] kfgL 6+sL 12.5 ln6/
12.50
77 %) nL Knfli6s 9Ssg ;lxtsf] jfN6Lg 1310
uf]6f
cf/;]lgs lkmN6/sf] nfuL 1310.00
78 x]08kDk
76=1 $ g+= sf] nfO6 1750 uf]6f 1750.00
78=2 $ g+= sf] x]eL 1950 ,, 1950.00
76=2 $ g+=sf] k|];/ kDk ePsf] 2750 ,, 2750.00
78=3 ^ g+= sf] x]eL 3300 ,, 3300.00
76=3 ^ g+= sf] nfO{6 3025 ,, 3025.00
78=4 @ g+= sf] ;fwf/0f 1100 ,, 1100.00
79 lh=cfO{ kfO{k :6]g/
79=1 !¼Æx%' sf] 900 uf]6f 900.00
79=2 !½Æx%' sf] 1050 ,, 1050.00
80 km\nf]6 eNa N. S.
80=1 ½Æø sf] 1300 uf]6f 1300.00
80=2 ¾Æø sf] 1800 ,, 1800.00
80=3 !Æø sf] 3200 ,, 3200.00
80=4 !¼Æø sf] 7000 ,, 7000.00
80=5 !½Æø sf] 8500 ,, 8500.00
80=6 @Æø sf] 11000 ,, 11000.00
81 lh=cfO{÷Pr=l8=lk km\n]Gh ;]6
81=1 ½Æø sf] 495 uf]6f 495.00
81=2 ¾Æø sf] 550 ,, 550.00
81=3 !Æø sf] 715 ,, 715.00
81=4 !¼Æø sf] 880 ,, 880.00
81=5 !½Æø sf] 1155 ,, 1155.00
81=6 @Æø sf] 1500 ,, 1500.00
81=7 @½Æø sf] 1850 ,, 1850.00
81=8 #Æø sf] 2250 ,, 2250.00
81=9 $Æø sf] 2750 ,, 2750.00
82 a|f; o'lgog
82=1 ½Æø sf] 178 uf]6f 178.00
82=2 ¾Æø sf] 372 ,, 372.00
82=3 !Æø sf] 460 ,, 460.00
82=4 !¼Æø sf] 650 ,, 650.00
82=5 !½Æø sf] 940 ,, 940.00
82=6 @Æø sf] 1612 ,, 1612.00
82=7 @½Æø sf] 4990 ,, 4990.00
82=8 #Æø sf] 7472 ,, 7472.00
82=9 $Æø sf] 11390 ,, 11390.00
82=10 %Æø sf] 15950 ,, 15950.00
83 Pr=8L=lk+ kfO{k -laleGg ;fOh / 265 s]=hL=
l;/Lhsf]_ NS 265.00
cf}hf/÷pks/0f -vfg]kfgL tyf cGo sfo{ ;DalGw_
84 un -;Jjn_ 893 uf]6f 893.00
85 a]Nrf 536 ,, 536.00
86 u}6L 541 ,, 541.00
87 sf]bfn]f 399 ,, 399.00
88 v's'/L 751 ,, 751.00
89 xl;of 173 ,, 173.00
90 kmf]s{8 x]/f] 231 ,, 231.00
91 JxLn a]/f] 6500 ,, 6500.00
92 l5gf] !X^ OGrsf] 179 ,, 179.00
93 l5gf] !X!@ OGrsf] 252 ,, 252.00
94 3g % lsnf]sf] 919 ,, 919.00
95 3g !) lsnf]sf] 1785 ,, 1785.00
96 lxl6ª Kn]6 !)) ld=ld=sf] 788 ,, 788.00
97 lxl6ª Kn]6 !%) ld=ld=sf] 1103 ,, 1103.00
98 6]km\nf]g se/ 3045 dL= 3045.00
99 y]df]{qmf]d rs 462 uf]6f 462.00
100 Anf] 6r{ 1470 ,, 1470.00
101 ag{/ 788 ,, 788.00
102 kfO{k /]Gr !$ O{GrL 557 ,, 557.00
103 kfO{k /]Gr !* O{GrL 788 ,, 788.00
104 kfO{k /]Gr @$ O{GrL 1391 ,, 1391.00
105 kfO{k r]g /]Gr O{GrL 87 O{GrL 87.00
106 x]S;f km|]d 111 ,, 111.00
107 x]S;f An]8 10 ,, 10.00
108 P8h:6]an /]Gr 315 ,, 315.00
109 kmnfd] t;nf 191 ,, 191.00
110 sgL{ 100 ,, 100.00
111 /]tL 315 ,, 315.00
112 jfo/ a|z 69 ,, 69.00
113 8fO{ ;]6 ½Æ b]lv ! Æ ;fwf/0f 2258 ,, 2258.00
114 8fO{ ;]6 ½Æ b]lv !Æ Richard 2940 2940.00
115 8fO{ ;]6!½Æ b]lv @ Æ ;fwf/0f 3360 ,, 3360.00
116 8fO{ ;]6 !½Æ b]lv @Æ Richard 5093 5093.00
117 6]j'n efO{; 2048 ,, 2048.00
118 kfOk efO; $g+ 289 ,, 289.00
119 8fO{ ;]6 6Ly ½Æ b]lv @ Æ ;fwf/0f 3150 ,, 3150.00
120 8fO{ ;]6 6Ly ½Æ b]lv @ Æ Richard 2310 2310.00
121 8fO{ 6Ly cfon efF8f] ;d]t 630 nL6/ 630.00
122 d]hl/ª 6]k % ld6/ 179 ,, 179.00
123 d]hl/ª 6]k #) ld6/ 893 ,, 893.00
124 sf7] xft] cf/L 179 ,, 179.00
125 6'n aS; !$X*X!@ OGr ;fOhsf] 2100 ,, 2100.00
;]g]6/L -;/;kmfO{_ tkm{
126 o'l/gn ;]6
126.1 !)=%Æx!$=%Æx!@=%Æ sf] -/fd|f]_ 1250 uf]6f 1250.00
126.2 Æ Æ -;fwf/0f_ 900 ,, 900.00
126.3 ^*)x#)) ld=ld= n]l8h o'l/gn -/fd|f]_ 1450 ;]6 1450.00
 126.4 ^*)x#)) ld=ld= n]l8h o'l/gn -;fwf/0f_ 900 ,, 900.00
127 l;kL a]08 ;lxtsf] ;fj/ 672 uf]6f 672.00
128 tf}lnof /8
128.1 !*Æx)=%Æ -/fd|f]_ 420 ,, 420.00
128.2 !*Æx)=%Æ -;fwf/0f_ 347 ,, 347.00
129 ;L=kL= ;f]k l8; 189 uf]6f 189.00
130 !@Æx!*Æ sf] jfy?d P]gf 714 ,, 714.00
131 jf; j]l;g ;]6
131=1 @)Æx!^Æ sf] -/fd|f]_ 1901 ;]6 1901.00
131=2 !^Æx@@Æ sf] jf; j]l;g ;]6 -/fd|f]_ 2016 ,, 2016.00
132 nf] n]en l;:6g{
132=1 -/fd|f]_ ;]/flds 4725 ,, 4725.00
132=2 nf] n]en l;:6g{ -knf:6Ls_ 1523 ,, 1523.00
133 l;cfO{ sf]cn @Æø sf] 125 uf]6f 125.00
134 Pr=8L=kL= sf]cn @Æø sf] 55 ,, 55.00
135 6\ofOn]6 l;6 -jf6/ Snf];]6_
135=1 !*Æ ef/tL kfobfg ;lxt -ISI_ 1554 ;]6 1554.00
135=2 !*Æ ef/tL nf]sn kfobfg ;lxt 858 ,, 858.00
135=3 pl8;f lxGb':tfg 6fOk Kofg @!Æ -ISI_ 1964 ,, 1964.00
135=4 pl8;f lxGb':tfg 6fOk Kofg @!Æ -local_ 911 ,, 911.00
135=5 sdf]8 lk jf P; 6|ofk -ISI_ 2888 ,, 2888.00
135=6 sdf]8 lk jf P; 6|ofk -local_ 1260 ,, 1260.00
135=7 Osf]:ofg Kofg ;]6 1533 ,, 1533.00
136 !¼Æ l;=lk=kfO{k skln+ ;d]t 819 uf]6f 819.00
137 !¼Æ l;=lk=kfO{k lk=jf P; 6|ofk 945 ,, 945.00
138 ½Ækm]G;L lkN6 ss 809 ,, 809.00
139 ½Æø #) Æ kfO{k sg]S6/ 188 ,, 188.00
140 l;°
140=1 !* x @@ x * O{GrL :6Ln 2315 ,, 2315.00
140=2 !* x #* x * O{GrL :6Ln 3558 ,, 3558.00
140=3 !* x @@ x * l;‚ kmnfd] 1893 ,, 1893.00
141 1½Æ jf;/ skln∙ 255 ,, 255.00
142 1½Ælktnsf] laa ss 256 ,, 256.00
143 ½Æ l;=lk laa ss 617 ,, 617.00
144 ½Æl;=lk :6k ss 728 ,, 728.00
145 ½Æsg]S6/ :6k ss 764 ,, 764.00
146 lk=le=l;= lkml6+
146=1 $Æø sf] ;s]6 150 ,, 150.00
146=2 $Æø sf] xg{ Af]08 250 ,, 250.00
146=3 $Æø sf] Af]08 250 ,, 250.00
147 Pr=8L=lk+ lkml6·
147=1 $Æø sf] ;s]6 120 ,, 120.00
147=2 $Æø sf] xg{ Af]08 260 ,, 260.00
147=3 $Æø sf] Af]08 230 230.00

jfol/ª tyf jfol/ªsf ;fdfg

187 ljB't jfol/· -#÷@@ sf] tfdfsf]tf/
;lxtsf] ;]6_
 187=1 ;km]{; 820 KjfO{G6 820.00
187=2 slG;n8 120 ,, 120.00
188 ljB't jfol/·-#÷@) sf] tfdfsf]tf/ ;lxtsf] ;]6_ 260
188=1 ;km]{; 230 KjfO{G6 230.00
188=2 slG;n8 903 ,, 903.00
189 6o'a nfO6 /8
189=1 $ kmL6sf (NS/ISI) 75 uf]6f 75.00
189=2 @] kmL6sf] (NS/ISI) 75 ,, 75.00
190 6o'a nfO6 ;]6
190=1 $ kmL6sf] (NS/ISI) 600 ,, 600.00
190=2 @ kmL6sf] (NS/ISI) 580 ,, 580.00
191 k+vf
191=1 %^Æ sf] l;lnª k+vf (NS/ISI) 4200 uf]6f 4200.00
191=2 %@Æ sf] l;lnª k+vf (NS/ISI) 3830 ,, 3830.00
191=3 $*Æ sf] l;lnª k+vf (NS/ISI) 3465 ,, 3465.00
191=4 $@Æ sf l;lnª k+vf (NS/ISI) 3095 ,, 3095.00
191=5 :6]08 k+vf -rfOgLh :k]zn_ 3185 ,, 3185.00
191=6 :6]08 k+vf -ef/tLo :k]zn_ 4500 ,, 4500.00
192 aNa
192=1 %)) jf6sf] ;fwf/0f 530 uf]6f 530.00
192=2 @)) ,, 45 ,, 45.00
192=3 !)) ,, 20 ,, 20.00
192=4 ^) ,, 20 ,, 20.00
192=5 $) ,, 20 ,, 20.00
192=6 @% ,, 20 ,, 20.00
192=7 !% ,, 18 ,, 18.00
193 * OGr 8f]d nfO6 450 ,, 450.00
194 j]b/k|"km nfO6 185 ,, 185.00
195 8]sf]/]l6j jfn n]Dk -dWod vfnsf]_ 450 ,, 450.00
196 l;= Pkm= Pn= (NS/ISI)
196=1 ( jf6sf] 221 ,, 221.00
196=2 !! ,, 231 ,, 231.00
196=3 !% ,, 365 ,, 365.00
196=4 !* ,, 309 ,, 309.00
196=5 @% ,, 358 ,, 358.00
197 d]g :jLr
197=1 ^) PlDko/ 4400 uf]6f 4400.00
197=2 #) ,, 1700 ,, 1700.00
197=3 !% ,, 1300 ,, 1300.00
198 tfdfsf] tf/sf] cly{Ë· !÷!* 1080 SjfO{n 1080.00
199 ;le{; tf/ 22 dL6/ 22.00
200 ld6/ aS;
200=1 Knfli6s 150 uf]6f 150.00
200=2 sf7sf] 200 ,, 200.00
201 sf7sf] ln:6L
201=1 ½Æ sf] 22 /=dL= 22.00
201=2 ¾Æ sf] 27 ,, 27.00
201=3 !Æ sf] 30 ,, 30.00
202 Pd l; la
202=1 ^ PlDko/ 230 uf]6f 230.00
 202=2 !% ,, 340 ,, 340.00
202=3 #) ,, 400 ,, 400.00
203 l;=cfO={ j|fs]6 325 hf]8f 325.00
204 0.03 sq. inch ACSR wisel Aluminium 35875 ls=ld= 35875.00
205 conductor
11 KVA Dis. Insulator with spindle 1538 ;]6 1538.00
206 11 KVA Pin Insulator with spindle 651 ,, 651.00
207 Transformer Plateform base all 21525 ,, 21525.00
208 complete
T Channelsetsmall with clamp or nut bolt 2350 ,, 2350.00
209 (6*50*100*1200+300)
Stay set with plate, rod, bow, turn, 1550 ,, 1550.00
210 buckle,
Stay Wireetc(7/12
complete
SWG) 131 s]=hL= 131.00
211 Stay Insulator 51 uf]6f 51.00
212 Pole Clamp (H. T. 95mm) 256 ;]6 256.00
213 L. T. Cable Lock 241 uf]6f 241.00
214 11KVA Lightning Arrestor with Clamp 11275 ;]6 11275.00
215 11 KVA DO Complete Set 12300 uf]6f 12300.00
216 50mm. 2 LT 3.6 Core Cable 718 ld= 718.00
217 Earthing Set 8200 ;]6 8200.00
218 Earthing Copper Wire 1230 s]=hL= 1230.00
219 Shackle Insulator with D Iron 160 ;]6 160.00
220 75 A MCCB with cable shoes and metal 6000 uf]6f 6000.00
box
221 50*100*2400mm Channel (double pole 3850 ;]7 3850.00
cross arm)
222 25 KVA three phase distribution 200655 uf]6f 200655.00
Transformer (copper winding)
223 50 KVA three phase distribution 286650 ,, 286650.00
Transformer (copper winding)
224 100 KVA three phase distribution 401310 ,, 401310.00
Transformer (copper winding)
225 Tension Set 750 ,, 750.00
8530.5

302.5
0 nos. in 1 pac

613.32
 ANALYSIS OF RATES
FISCAL YEAR: 076/077

Labor (L) Materials (M) Total (L+M)

Item rate
S.No. Description of Work Rate per Unit rate Cost Total cost Contractor's
including CP, Norms
Category Unit Quantity unit Cost Rs. Type Unit Quantity excluding excluding excluding profit (CP)
Rs. (without No.
Rs. VAT, Rs. VAT, Rs. VAT, Rs. @ 15%, Rs.
VAT)

1 Site clearence: Excavating Labourer m.d. 0.16 520.00 83.20 Tools & Plant 3% of labour cost 2.50 85.70 12.86 98.56
15-20cm top soil -For 1 m2 ( T& P)

2 Mechanically treated earth work for

Road and Cananl including mobilization
and demobilization of machine
in hard soil Labourer m.d. 1.00 520.00 520.00 Tools & Plant 3% of labour cost 15.60 535.60 80.34 615.94

3 Earthwork in excavation in
boulder and gravel mixed soil with a
with a lift up to 1.5 m and disposal up
to 10 m - For 1 m3 Labourer m.d. 1.59 520.00 826.80 Tools & Plant 3% of labour cost 24.80 851.60 127.74 979.34

4 Earthwork in excavation in
hard soil with a lift up
to 1.5 m and disposal up
to 10 m - For 1 m3 Labourer m.d. 1.25 520.00 650.00 Tools & Plant 3% of labour cost 19.50 669.50 100.43 769.93

5 Refilling of trench with

ordinary soil in 15 cm layers
including water sprinkling &
compaction of each layer
-For 1 m3 Labourer m.d. 0.50 520.00 260.00 Tools & Plant 3 % of labour cost 7.80 267.80 40.17 615.94
6 Refilling of trench with
hard soil in 15 cm layers
including water sprinkling &
compaction of each layer
-For 1 m3 Labourer m.d. 0.63 520.00 327.60 Tools & Plant 3 % of labour cost 9.83 337.43 50.61 388.04
7 Refilling of trench with
boulder and gravel soil in 15 cm layers
including water sprinkling &
compaction of each layer
-For 1 m3 Labourer m.d. 0.60 520.00 312.00 Tools & Plant 3 % of labour cost 9.36 321.36 48.20 369.56

8 Flat brick soling with sand Mason m.d. 0.05 760.00 38.00 Brick No. 42.00 15.80 663.60
- For 1 m2 Labourer m.d. 0.10 520.00 52.00 Sand cum 0.07 2499.65 174.98
90.00 838.58 928.58 139.29 1067.87

9 Plain cement concrete work Mason m.d. 1.00 760.00 760.00 Cement Kg 320.00 18.60 5952.00
(P.C.C. 1:2:4) in foundation Labourer m.d. 4.00 520.00 2080.00 Aggregates
and wall including collection 40mm Cum 0.52 3470.91 1804.87
of materials and a lead of 20mm Cum 0.22 3820.91 840.60
30 m - For 1 m3 10mm Cum 0.11 3340.91 367.50
Sand Cum 0.45 2499.65 1124.84
2840.00 10089.81 12929.81 1939.47 14869.28

10 Plain cement concrete work Mason m.d. 1.00 760.00 760.00 Cement Kg 220.00 18.60 4092.00
(P.C.C. 1:3:6) in foundation Labour m.d. 4.00 520.00 2080.00 Aggregates
and wall -For 1 m3 40 mm cum 0.65 3470.91 2256.09
20 mm cum 0.24 3820.91 917.02
Sand Cum 0.47 3340.91 1570.23
2840.00 8835.34 11675.34 1751.30 13426.64

11 First Class Brick Work in Cement Mortar For- 1 m 3

a. 1:3 Mason m.d. 1.50 760.00 1140.00 Cement Kg 130.00 18.60 2418.00
Labourer m.d. 2.20 520.00 1144.00 Sand Cum 0.27 2499.65 674.91
Brick No. 560.00 15.80 8848.00
2284.00 11940.91 14224.91 2133.74 16358.65

a. 1:4 Mason m.d. 1.50 760.00 1140.00 Cement Kg 100.00 18.60 1860.00
Labourer m.d. 2.20 520.00 1144.00 Sand Cum 0.28 2499.65 699.90
Brick No. 560.00 15.80 8848.00
2284.00 11407.90 13691.90 2053.79 15745.69

a. 1:6 Mason m.d. 1.50 760.00 1140.00 Cement Kg 70.00 18.60 1302.00
Labourer m.d. 2.20 520.00 1144.00 Sand Cum 0.30 2499.65 749.90
Brick No. 560.00 15.80 8848.00
 2284.00 10899.90 13183.90 1977.59 15161.49

15 Brick bat filling For-1 m 3 Mason m.d. 1.00 760.00 760.00 Brick bats Cum 1.10 9383.00 10321.30
760.00 10321.30 11081.30 1662.20 12743.50

16 Gravel packing in foundation For -1 m 3 Mason m.d. 1.00 760.00 760.00 Gravel Cum 1.10 3820.91 4203.00
760.00 4203.00 4963.00 744.45 5707.45

17 Salwood work in chaukhat Carpenter m.d. 34.00 760.00 25840.00 Salwood Cum 1.10 195123.29 214635.62
(Door Frame) - For 1 m3 Labor m.d. 3.40 520.00 1768.00 Holdfast No. 92.00 0.00 0.00
Screw No. 184.00 0.00 0.00
27608.00 214635.62 242243.62 36336.54 278580.16

18 Fixing of Salwood Shutter for Door Carpenter m.d. 10.00 760.00 7600.00 Salwood Cum 0.084 195123.29 16390.36
and Windows per 2.11 sqm Labor m.d. 1.00 520.00 520.00 Kabja 150 mm No. 6.00 51.00 306.00
0.00
Cheskini 150 No. 1.00 80.00 80.00
mm
Cheskini 250 No. 1.00 0.00 0.00
mm
Cheskini 300
No. 1.00 0.00 0.00
mm
Locking Set No. 1.00 270.00 270.00
Handle No. 2.00 50.00 100.00
Screw LS 1.00 50.00 50.00
8120.00 17196.36 25316.36 3797.45 29113.81
Rate Per Sqm 13798.01

19 38 mm thick Salwood framed Sk. Labour m.d. 9.00 760.00 6840.00 Salwood cum 0.0490 195123.29 9561.04
glazed shutter for windows- Labour m.d. 0.90 520.00 468.00 3 mm glass sqm 1.085 0.00 0.00
For 1.829*1.22 =2.23 m2 100 mm bolt no. 4.00 74.00 296.00
75 mm hinge no. 8.00 22.00 176.00
Handle no. 2.00 50.00 100.00
Nails kg 0.25 50.00 12.50
7308.00 10145.54 17453.54 2618.03 20071.57
Rate Per Sqm 9000.70

20 PCC for RCC Work Per Cum

 a. 1:2:4 Mason m.d. 0.80 760.00 608.00 Cement Kg 320 18.60 5952.00
Labor m.d. 7.00 520.00 3640.00 Aggregate
40 mm Cum 0.52 3470.91 1804.87
20 mm Cum 0.22 3820.91 840.60
10 mm Cum 0.11 3470.91 381.80
Sand Cum 0.445 2499.65 1112.34
4248.00 10091.61 14339.61 2150.94 16490.55
Rate Per Cum 16490.55
b. 1:1.5:3 Mason m.d. 0.80 760.00 608.00 Cement Kg 400 18.60 7440.00
Labor m.d. 7.00 520.00 3640.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
4248.00 11686.83 15934.83 2390.22 18325.05
Rate Per Cum 18325.05
21 Reinforcement for RCC Work per MT Mason m.d. 12.00 760.00 9120.00 M S Bar MT 1.05 91604.42 96184.64
Labor m.d. 12.00 520.00 6240.00 Binding Wire Kg 10.00 111.60 1116.00
15360.00 97300.64 112660.64 16899.10 129559.74
Rate Per MT 129559.74
12.5 mm Thick Cement Sand Palster
22 Per 100 Sqm

a. 1:2 Mason m.d. 12.00 760.00 9120.00 Cement Kg 900.00 18.60 16740.00
Labor m.d. 16.00 520.00 8320.00 Sand Cum 1.22 2499.65 3049.57
17440.00 19789.57 37229.57 5584.44 42814.01
Rate Per Cum 428.14
b. 1:3 Mason m.d. 12.00 760.00 9120.00 Cement Kg 625.00 18.60 11625.00
Labor m.d. 16.00 520.00 8320.00 Sand Cum 1.28 2499.65 3199.55
17440.00 14824.55 32264.55 4839.68 37104.23
Rate Per Cum 371.04
c. 1:4 Mason m.d. 12.00 760.00 9120.00 Cement Kg 538.00 18.60 10006.80
Labor m.d. 16.00 520.00 8320.00 Sand Cum 1.46 2499.65 3649.49
17440.00 13656.29 31096.29 4664.44 35760.73
Rate Per Cum 357.61

d. 1:6 Mason m.d. 12.00 760.00 9120.00 Cement Kg 382.00 18.60 7105.20
Labor m.d. 16.00 520.00 8320.00 Sand Cum 1.57 2499.65 3924.45
17440.00 11029.65 28469.65 4270.45 32740.10
Rate Per Cum 327.40
 20 mm Thick Cement Sand Plaster per
23
100 Sqm
a. 1:3 Mason m.d. 14.00 760.00 10640.00 Cement Kg 960.00 18.60 17856.00
Labor m.d. 19.00 520.00 9880.00 Sand Cum 1.95 2499.65 4874.32
20520.00 22730.32 43250.32 6487.55 49737.87
Rate Per Cum 497.38
b. 1:4 Mason m.d. 14.00 760.00 10640.00 Cement Kg 810.00 18.60 15066.00
Labor m.d. 19.00 520.00 9880.00 Sand Cum 2.20 2499.65 5499.23
20520.00 20565.23 41085.23 6162.78 47248.01
Rate Per Cum 472.48
c. 1:6 Mason m.d. 14.00 760.00 10640.00 Cement Kg 570.00 18.60 10602.00
Labor m.d. 19.00 520.00 9880.00 Sand Cum 2.35 2499.65 5874.18
20520.00 16476.18 36996.18 5549.43 42545.61
Rate Per Cum 425.46
24 3 mm Thick Cement Punning in 1:1 Mason m.d. 0.10 760.00 76.00 Cement Kg 3.36 18.60 62.50
Labor m.d. 0.10 520.00 52.00 Sand Cum 0.00 2499.65 0.00
128.00 62.50 190.50 28.58 219.08
Rate Per Sqm 219.08
25 Brick Soling on Edge Per 10 Sqm Mason m.d. 1.00 760.00 760.00 Brick No. 750 15.80 11850.00
Labor m.d. 3.25 520.00 1690.00 Sand Cum 0.71 2499.65 1774.75
2450.00 13624.75 16074.75 2411.21 18485.96
Rate Per Sqm 1848.60
Two Coats of WPC paint over a coat of
26 Painter m.d. 5.00 760.00 3800.00 WPC Paint Kg 316.60 81.60 25834.56
primer per 100 Sqm
Labor m.d. 5.00 520.00 2600.00
6400.00 25834.56 32234.56 4835.18 37069.74
Rate Per Sqm 370.70
Two Coats of enamel painting on Door
27 Painter m.d. 12.00 760.00 9120.00 Enamel Paint Ltr. 16.00 631.60 10105.60
& Windows per 100 Sqm
Labor m.d. 8.00 520.00 4160.00 Primer Ltr. 8.10 416.60 3374.46
13280.00 13480.06 26760.06 4014.01 30774.07
Rate Per Sqm 307.74
Two Coats of Aluminium painting on
28 Painter m.d. 10.75 760.00 8170.00 Aluminum Paint Ltr. 10.76 631.60 6796.02
Door & Windows per 100 Sqm
Labor m.d. 10.75 520.00 5590.00 Primer Ltr. 8.10 416.60 3374.46
Khaski No. 4.00 0.00 0.00
13760.00 10170.48 23930.48 3589.57 27520.05
Rate Per Sqm 275.20
29 Sand Filling per Cum Labor m.d. 0.65 520.00 338 Sand Cum 1.10 2499.65 2749.62
338 2749.62 3087.62 463.14 3550.76
Rate Per Cum 3550.76
 Wooden formwork for RCC & PCC
including selection, collection of
materials, cutting, nailing, fixing in
position as per Drg. Removal and
30 disposal with a lead of 30 m- For 1
Sqm (Quanitity of required for 1 Sqm
formwork=0.526 Cum. Wood can be
used 8 times for the formwork and after
then 25% cost of the wood is
recovered. So the quantity of wood
required for 1 Sqm = 0.00658 Cum)
Carpenter m.d. 0.172 760.00 130.72 Wood Cum 0.00658 49123.29 322.99
Labor m.d. 0.257 520.00 133.64 Nail Kg 0.250 211.60 52.90
264.36 375.89 640.25 96.04 736.29
Rate Per Sqm 736.29
Wooden Formwok for the ovehead
31 tank which include the supply of
materials fitting dismantling of
formwork nails etc.
a. For foundation per 10 Sqm Carpenter m.d. 1.72 760.00 1307.20 Wood Cum 0.06575 49123.29 3229.86
Labor m.d. 2.57 520.00 1336.40 Nail Kg 2.500 211.60 529.00
2643.60 3758.86 6402.46 960.37 7362.83
Rate Per Sqm 736.28
b. For column per 10 Sqm
i.Height up to 4m Carpenter m.d. 3.75 760.00 2850.00 Wood Cum 0.06575 49123.29 3229.86
Labor m.d. 5.62 520.00 2922.40 Nail Kg 2.500 211.60 529.00
5772.40 3758.86 9531.26 1429.69 10960.95
Rate Per Sqm 1096.10
ii.Height up to 4m - 7m Carpenter m.d. 4.75 760.00 3610.00 Wood Cum 0.08225 49123.29 4040.39
Labor m.d. 7.62 520.00 3962.40 Nail Kg 2.750 211.60 581.90
7572.40 4622.29 12194.69 1829.20 14023.89
Rate Per Sqm 1402.39
iii.Height up to 7m - 10m Carpenter m.d. 5.75 760.00 4370.00 Wood Cum 0.18475 49123.29 9075.53
Labor m.d. 9.62 520.00 5002.40 Nail Kg 3.000 211.60 634.80
9372.40 9710.33 19082.73 2862.41 21945.14
Rate Per Sqm 2194.51
iv.Height up to 10m - 13m Carpenter m.d. 6.75 760.00 5130.00 Wood Cum 0.221 49123.29 10856.25
Labor m.d. 11.60 520.00 6032.00 Nail Kg 3.500 211.60 740.60
11162.00 11596.85 22758.85 3413.83 26172.68
Rate Per Sqm 2617.27
v.Height up to 13m - 16m Carpenter m.d. 7.75 760.00 5890.00 Wood Cum 0.243 49123.29 11936.96
 Labor m.d. 13.60 520.00 7072.00 Nail Kg 3.750 211.60 793.50
12962.00 12730.46 25692.46 3853.87 29546.33
Rate Per Sqm 2954.63
v.Height up to 16m - 18m Carpenter m.d. 8.75 760.00 6650.00 Wood Cum 0.27 49123.29 13263.29
Labor m.d. 15.60 520.00 8112.00 Nail Kg 4.00 211.60 846.40
14762.00 14109.69 28871.69 4330.75 33202.44
Rate Per Sqm 3320.24
c. Water Tank
i. Dome portion of the floor & top slab
Carpenter m.d. 7.60 760.00 5776.00 Cum 0.27 49123.29 13263.29
at 17.4 m height per 10 Sqm Wood
Labor m.d. 13.90 520.00 7228.00 Nail Kg 4.00 211.60 846.40
13004.00 14109.69 27113.69 4067.05 31180.74
Rate Per Sqm 3118.07
ii. Wall of the tank Carpenter m.d. 6.44 760.00 4894.40 Wood Cum 0.27 49123.29 13263.29
Labor m.d. 12.10 520.00 6292.00 Nail Kg 4.00 211.60 846.40
11186.40 14109.69 25296.09 3794.41 29090.50
Rate Per Sqm 2909.05
d. Stairs
i. Height up to 4m Carpenter m.d. 4.20 760.00 3192.00 Wood Cum 0.07 49123.29 3438.63
Labor m.d. 6.30 520.00 3276.00 Nail Kg 2.50 211.60 529.00
6468.00 3967.63 10435.63 1565.34 12000.97
Rate Per Sqm 1200.10
ii. Height up to 4m - 7m Carpenter m.d. 5.20 760.00 3952.00 Wood Cum 0.082 49123.29 4028.11
Labor m.d. 8.30 520.00 4316.00 Nail Kg 2.75 211.60 581.90
8268.00 4610.01 12878.01 1931.70 14809.71
Rate Per Sqm 1480.97
iii. Height up to 7m - 10m Carpenter m.d. 6.20 760.00 4712.00 Wood Cum 0.185 49123.29 9087.81
Labor m.d. 10.30 520.00 5356.00 Nail Kg 3.000 211.60 634.80
10068.00 9722.61 19790.61 2968.59 22759.20
Rate Per Sqm 2275.92
iv. Height up to 10m - 13m Carpenter m.d. 7.20 760.00 5472.00 Wood Cum 0.221 49123.29 10856.25
Labor m.d. 12.30 520.00 6396.00 Nail Kg 3.500 211.60 740.60
11868.00 11596.85 23464.85 3519.73 26984.58
Rate Per Sqm 2698.46
v. Height up to 13m - 16m Carpenter m.d. 8.20 760.00 6232.00 Wood Cum 0.243 49123.29 11936.96
Labor m.d. 14.30 520.00 7436.00 Nail Kg 3.750 211.60 793.50
13668.00 12730.46 26398.46 3959.77 30358.23
Rate Per Sqm 3035.82
vi. Height up to 16m - 18m Carpenter m.d. 9.20 760.00 6992.00 Wood Cum 0.265 49123.29 13017.67
Labor m.d. 16.30 520.00 8476.00 Nail Kg 4.000 211.60 846.40
15468.00 13864.07 29332.07 4399.81 33731.88
Rate Per Sqm 3373.19
 e. Beam
i. Height up to 4m Carpenter m.d. 3.30 760.00 2508.00 Wood Cum 0.066 49123.29 3242.14
Labor m.d. 5.00 520.00 2600.00 Nail Kg 2.500 211.60 529.00
5108.00 3771.14 8879.14 1331.87 10211.01
Rate Per Sqm 1021.10
ii. Height up to 4m - 7m Carpenter m.d. 4.30 760.00 3268.00 Wood Cum 0.082 49123.29 4028.11
Labor m.d. 7.00 520.00 3640.00 Nail Kg 2.750 211.60 581.90
6908.00 4610.01 11518.01 1727.70 13245.71
Rate Per Sqm 1324.57
iii. Height up to 7m - 10m Carpenter m.d. 5.30 760.00 4028.00 Wood Cum 0.185 49123.29 9087.81
Labor m.d. 9.00 520.00 4680.00 Nail Kg 3.000 211.60 634.80
8708.00 9722.61 18430.61 2764.59 21195.20
Rate Per Sqm 2119.52
iv. Height up to 10m - 13m Carpenter m.d. 6.30 760.00 4788.00 Wood Cum 0.221 49123.29 10856.25
Labor m.d. 11.00 520.00 5720.00 Nail Kg 3.500 211.60 740.60
10508.00 11596.85 22104.85 3315.73 25420.58
Rate Per Sqm 2542.06
v. Height up to 13m - 16m Carpenter m.d. 7.30 760.00 5548.00 Wood Cum 0.243 49123.29 11936.96
Labor m.d. 13.00 520.00 6760.00 Nail Kg 3.500 211.60 740.60
12308.00 12677.56 24985.56 3747.83 28733.39
Rate Per Sqm 2873.34
vi. Height up to 16m - 18m Carpenter m.d. 8.30 760.00 6308.00 Wood Cum 0.27 49123.29 13263.29
Labor m.d. 15.00 520.00 7800.00 Nail Kg 4.00 211.60 846.40
14108.00 14109.69 28217.69 4232.65 32450.34
Rate Per Sqm 3245.03
Concreting on superstructure, Deck
32 slab & beam for 1 Cum including
materials
a. RCC (1: 1.5 :3) up to 3 m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 7.00 520.00 3640.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
4248.00 11686.83 15934.83 2390.22 18325.05
Rate Per Cum 18325.05
b. RCC (1: 1.5 :3) 3m - 6m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 9.00 520.00 4680.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
 5288.00 11686.83 16974.83 2546.22 19521.05
Rate Per Cum 19521.05
c. RCC (1: 1.5 :3) 6m - 9m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 11.00 520.00 5720.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
6328.00 11686.83 18014.83 2702.22 20717.05
Rate Per Cum 20717.05
d. RCC (1: 1.5 :3) 9m - 12m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 13.00 520.00 6760.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
7368.00 11686.83 19054.83 2858.22 21913.05
Rate Per Cum 21913.05
e. RCC (1: 1.5 :3) 12m - 15m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 15.00 520.00 7800.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
8408.00 11686.83 20094.83 3014.22 23109.05
Rate Per Cum 23109.05
f. RCC (1: 1.5 :3) 15m - 18m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 17.00 520.00 8840.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
9448.00 11686.83 21134.83 3170.22 24305.05
Rate Per Cum 24305.05
g. RCC (1: 1.5 :3) 18m - 21m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 19.00 520.00 9880.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
10488.00 11686.83 22174.83 3326.22 25501.05
Rate Per Cum 25501.05
 h. RCC (1: 1.5 :3) 21m - 24m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 21.00 520.00 10920.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
11528.00 11686.83 23214.83 3482.22 26697.05
Rate Per Cum 26697.05
i. RCC (1: 1.5 :3) 24m - 27m height Mason m.d. 0.80 760.00 608.00 Cement Kg 400.00 18.60 7440.00
Labor m.d. 23.00 520.00 11960.00 Aggregate
40 mm Cum 0.00 3470.91 0.00
20 mm Cum 0.57 3820.91 2177.92
10 mm Cum 0.29 3470.91 1006.56
Sand Cum 0.425 2499.65 1062.35
12568.00 11686.83 24254.83 3638.22 27893.05
Rate Per Cum 27893.05

33 Laying & Jointing of HDPE Pipes - For 1 m

1 16,20 & 25 mm O.D. Plumber m.d. 0.001 620.00 0.62 T&P day 0.00100 500.00 0.50
(Outer Diameter) Pipes Helper m.d. 0.001 520.00 0.52 Fuel litre 0.00025 97.00 0.02
Labourer m.d. 0.002 520.00 1.04 Contingencies 2.51 % of labor cost 0.05
2.18 0.57 2.75 0.41 3.16

2 32 mm O.D. Pipes Plumber m.d. 0.001 620.00 0.62 T&P day 0.00100 500.00 0.50
Helper m.d. 0.001 520.00 0.52 Fuel litre 0.00025 97 0.02
Labourer m.d. 0.003 520.00 1.56 Contingencies 2.51 % of labor cost 0.07
2.7 0.59 3.29 0.49 3.78

3 40 & 50 mm O.D. Pipes Plumber m.d. 0.0015 620.00 0.93 T&P day 0.00100 500.00 0.50
Helper m.d. 0.0015 520.00 0.78 Fuel litre 0.00037 97 0.04
Labourer m.d. 0.0030 520.00 1.56 Contingencies 2.51 % of labor cost 0.08
3.27 0.62 3.89 0.58 4.47

4 63,75 & 90 mm O.D. Plumber m.d. 0.02 620.00 12.4 T&P day 0.02 500.00 10.00
Pipes Helper m.d. 0.02 520.00 10.4 Fuel litre 0.01 97 0.97
Labourer m.d. 0.04 520.00 20.8 Contingencies 2.51 % of labor cost 1.09
43.6 12.06 55.66 8.35 64.01

5 110 & 125 mm O.D. Pipes Plumber m.d. 0.03 620.00 18.6 T&P day 0.02 500.00 10.00
Helper m.d. 0.03 520.00 15.6 Fuel litre 0.01 97 0.97
Labourer m.d. 0.06 520.00 31.2 Contingencies 2.51 % of labor cost 1.64
65.4 12.61 78.01 11.70 89.71
 6 140,160 &180 mm O.D. Plumber m.d. 0.04 620.00 24.8 T&P day 0.04 500.00 20.00
Pipes Helper m.d. 0.04 520.00 20.8 Fuel litre 0.02 97 1.94
Labourer m.d. 0.08 520.00 41.6 Contingencies 2.51 % of labor cost 2.19
87.2 24.13 111.33 16.70 128.03

7 200,225 & 250 mm O.D. Plumber m.d. 0.06 620.00 37.2 T&P day 0.04 500.00 20.00
Pipes Helper m.d. 0.06 520.00 31.2 Fuel litre 0.03 97 2.91
Labourer m.d. 0.12 520.00 62.4 Contingencies 2.51 % of labor cost 3.28
130.8 26.19 156.99 23.55 180.54

8 280, 315 & 355 mm O.D. Plumber m.d. 0.08 620.00 49.6 T&P day 0.06 500.00 30.00
Pipes Helper m.d. 0.08 520.00 41.6 Fuel litre 0.04 97 3.88
Labourer m.d. 0.16 520.00 83.2 Contingencies 2.51 % of labor cost 4.38
174.4 38.26 212.66 31.90 244.56
35 Rig Setting and Site Preparation
Mason m.d. 2.00 760.00 1520.00
Rig setting up and preparation of mud
a Labor m.d. 10.00 520.00 5200.00
pit
6720.00 6720.00 1008.00 7728.00

Mason m.d. 1.00 760.00 760

Camp setting and preparation including
b Labor m.d. 10.00 520.00 5200
site clerance
5960 5960.00 894.00 6854.00

36 Assembling centering and sinking of Mason m.d. 2.50 760.00 1900.00 Bentonine Ton 1.00 1600.00 1600.00
Guide Pipe (Conductor of pipe) Of size Helper m.d. 32.50 511.50 16623.75 Barite Ton 0.25 1600.00 400.00
22'' dia.to a depth of 10m. Labourer m.d. 45.00 520.00 23400.00 Drill bit No 0.125 0.00 0.00
Pickup Truck Hrs 10.00 0.00 0.00
Water Pump Hrs 20.00 0.00 0.00
41923.75 2000.00 43923.75 6588.56 50512.31
Rate per M 5051.23

37 Drilling of pilot hole by std bit ranging Mason m.d. 5.00 760.00 3800.00 Bentonine Ton 1.50 1600 2400.00
from 7 5/8'' to 9 7/8'' dia for the first Helper m.d. 65.00 511.50 33247.50 Barite Ton 0.25 1600 400.00
initial depth of 100m with drilling Labourer m.d. 110.00 520.00 57200.00 Drill bit No 0.33 0 0.00
rigmachine in Soft formation Oxygen gas Cylinder 0.20 0 0.00
( consists of clay , silt and sand below Acetelyne gas Cylinder 0.10 0 0.00
partical size of 4.75 mm) penetration Bucket No 2.00 0 0.00
rate is fixed at 3 Liner No 0.50 0 0.00
Piston rod No 0.50 0 0.00
Gland packing Set 2.00 0 0.00
Swivel Packing Set 1.00 0 0.00
 ( consists of clay , silt and sand below
partical size of 4.75 mm) penetration
rate is fixed at 3

Valve Packing Set 1.00 0 0.00

Valve steel ball No 1.00 0 0.00
Valve seat No 1.00 0 0.00
Valve Packing No 4.00 0 0.00
Rig Machine Hrs 33.33 0 0.00
Elec. Generator Hrs 25.00 0 0.00
Water Truck Hrs 10.00 0 0.00
Cargo Truck Hrs 5.00 0 0.00
Pickup Truck Hrs 20.00 0 0.00
Water Pump Hrs 20.00 0 0.00
94247.50 2800.00 97047.50 14557.13 111604.63
Add 15% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 16740.69
128345.32
Rate per M 1283.45
Note - In all works drilling rig is inclusive of mud pump also, whether it be a part or separate unit of the drilling rig.

38 Drilling Of pilot hole by std bit ranging Mason m.d. 7.50 760.00 5700.00 Bentonine Ton 1.75 1600
2800.00
from 7 5/8'' to 9 7/8'' dia for the first Helper m.d. 97.50 511.50 49871.25 Barite Ton 0.37 1600
592.00
initial depth of 100m with drilling Labourer m.d. 135.00 520.00 70200.00 Drill bit No 0.50 00.00
rigmachine in Medium formation Oxygen gas Cylinder 0.20 00.00
( consists of gravel fine to medium ) Acetelyne gas Cylinder 0.10 00.00
penetration rate is fixed at 2m per hour. No 3.50
Bucket 00.00
125771.25 3392.00 129163.25 19374.49 148537.74
Add 15% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 22280.66
170818.40
Rate per M 1708.18
Note - In all works drilling rig is inclusive of mud pump also, whether it be a part or separate unit of the drilling rig.

39 Drilling Of pilot hole by std bit ranging Mason m.d. 10.00 760.00 7600.00 Bentonine Ton 3.00 1600
4800.00
from 7 5/8'' to 9 7/8'' dia for the first Helper m.d. 130.00 511.50 66495.00 Barite Ton 0.50 1600
800.00
initial depth of 100m with drilling Labourer m.d. 180.00 520.00 93600.00 Drill bit No 1.00 00.00
rigmachine in Hard Oxygen gas Cylinder 0.20 00.00
formation( consists of particle size Acetelyne gas Cylinder 0.10 00.00
including and above coarse gravel ) No 5.00
Bucket 00.00
penetration rate is fixed at 1.5m per
hour Liner No 1.25 00.00
167695.00 5600.00 173295.00 25994.25 199289.25
Add 15% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 29893.39
229182.64
Rate per M 2291.83
Note - In all works drilling rig is inclusive of mud pump also, whether it be a part or separate unit of the drilling rig.
40 Drilling Of pilot hole by std bit ranging Mason m.d. 0.30 760.00 228.00 Bentonine Ton 0.07 1600
112.00
from 7 5/8'' to 9 7/8'' dia for a depth Helper m.d. 3.90 511.50 1994.85 Barite Ton 0.015 160024.00
beyond 100 m with drilling rigmachine Labourer m.d. 5.40 520.00 2808.00 Drill bit No 0.00 0 0.00
in Medium formation( consists of Oxygen gas Cylinder 0.00 0 0.00
particle size gravel fine to coarse Acetelyne gas Cylinder 0.00 0 0.00
gravel ) penetration rate is fixed at 2 m Bucket No 0.24 0 0.00
per hour Liner No 0.06 0 0.00
Piston rod No 0.06 0 0.00
5030.85 136.00 5166.85 775.03 5941.88
Add 15% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 891.28
6833.16
Rate per M 68.33
Note - In all works drilling rig is inclusive of mud pump also, whether it be a part or separate unit of the drilling rig.

41 Drilling Of pilot hole by std bit ranging Mason m.d. 0.40 760.00 304.00 Bentonine Ton 0.12 1600
192.00
from 7 5/8'' to 9 7/8'' dia for the depths Helper m.d. 5.20 511.50 2659.80 Barite Ton 0.02 160032.00
over and beyond 100m for every Labourer m.d. 7.20 520.00 3744.00 Drill bit No 0.00 0 0.00
additional 100m depth by drilling Oxygen gas Cylinder 0.00 0 0.00
rigmachine in hard formation ( consists Acetelyne gas Cylinder 0.00 0 0.00
of particle size including and above No 0.32
Bucket 0 0.00
coarse gravel .
6707.80 224.00 6931.80 1039.77 7971.57
Add 15% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 1195.74
9167.31
Rate per M 91.67
Note - In all works drilling rig is inclusive of mud pump also, whether it be a part or separate unit of the drilling rig.

42 First Reaming of pilot hole by std bit Mason m.d. 2.50 760.00 1900.00 Bentonine Ton 1.00 1600
1600.00
above 9 7/8'' and below 17 1/2'' dia for Helper m.d. 32.50 511.50 16623.75 Barite Ton 0.25 1600400.00
the first initial depth of 100m with Labourer m.d. 45.00 520.00 23400.00 Drill bit No 0.20 0 0.00
drilling rigmachine in soft formation Oxygen gas Cylinder 0.10 0 0.00
( consists of clay , silt and sand ) Acetelyne gas Cylinder 0.05 0 0.00
penetration rate is fixed at 9m per hour. No 1.00
Bucket 0 0.00
41923.75 2000.00 43923.75 6588.56 50512.31
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 4040.98
54553.29
Rate per M 545.53

43 First Reaming of pilot hole by std bit Mason m.d. 3.75 760.00 2850.00 Bentonine Ton 1.00 1600 1600.00
above 9 7/8'' and below 17 1/2 '' dia for Helper m.d. 48.75 511.50 24935.63 Barite Ton 0.25 1600 400.00
the first initial depth of 100m with Labourer m.d. 67.50 520.00 35100.00 Drill bit No 0.25 0 0.00
drilling rig machine in medium Oxygen gas Cylinder 0.10 0 0.00
formation ( consists of gravel fine to Acetelyne gas Cylinder 0.05 0 0.00
medium ) penetration rate is fixed at
6m per hour.
43 First Reaming of pilot hole by std bit
above 9 7/8'' and below 17 1/2 '' dia for
the first initial depth of 100m with
drilling rig machine in medium
formation ( consists of gravel fine to
medium ) penetration rate is fixed at No 1.75
Bucket 0 0.00
6m per hour.
Liner No 0.40 0 0.00
62885.63 2000.00 64885.63 9732.84 74618.47
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 5969.48
80587.95
Rate per M 805.88

44 First Reaming of pilot hole by std bit Mason m.d. 5.00 760.00 3800.00 Bentonine Ton 1.25 1600 2000.00
above 9 7/8'' and below 17 1/2'' dia for Helper m.d. 65.00 511.50 33247.50 Barite Ton 0.25 1600 400.00
the first initial depth of 100m with Labourer m.d. 90.00 520.00 46800.00 Drill bit No 0.33 0 0.00
drilling rig machine in hard formation ( Oxygen gas Cylinder0.10 0 0.00
consists of above coarse gravel ) Acetelyne gas Cylinder0.05 0 0.00
penetration rate is fixed at 4.5m per No 2.50
Bucket 0 0.00
hour.
83847.50 2400.00 86247.50 12937.13 99184.63
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 7934.77
107119.40
Rate per M 1071.19

45 First Reaming of pilot hole by std bit Mason m.d. 0.15 760.00 114.00 Bentonine Ton 0.04 1600 64.00
above 9 7/8'' and below 17 1/2'' dia for Helper m.d. 1.95 511.50 997.43 Barite Ton 0.01 1600 16.00
the first initial depth of 100m for each Labourer m.d. 2.70 520.00 1404.00 Drill bit No 0.00 0 0.00
additional 100m with drilling rig Oxygen gas Cylinder0.00 0 0.00
machine in medium formation Acetelyne gas Cylinder0.00 0 0.00
( consists of gravel fine to medium ) No 0.16
Bucket 0 0.00
2515.43 80.00 2595.43 389.31 2984.74
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 238.78
3223.52
Rate per M 32.24

46 First Reaming of pilot hole by std bit Mason m.d. 0.20 760.00 152.00 Bentonine Ton 0.05 1600 80.00
above 9 7/8'' and below 17 1/2'' dia for Helper m.d. 2.60 511.50 1329.90 Barite Ton 0.01 1600 16.00
the first initial depth of 100m for each Labourer m.d. 3.60 520.00 1872.00 Drill bit No 0.00 0 0.00
additional 100m with drilling rig Oxygen gas Cylinder0.00 0 0.00
machine in hard formation ( consists of Acetelyne gas Cylinder0.00 0 0.00
gravel fine to medium ) No 0.24
Bucket 0 0.00
3353.90 96.00 3449.90 517.49 3967.39
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 317.39
4284.78
Rate per M 42.85

47 Second Reaming of pilot hole by std bit Mason m.d. 2.50 760.00 1900.00 Bentonine Ton 1.00 1600 1600.00
above 17 1/2'' up to depth of 100m Helper m.d. 32.50 511.50 16623.75 Barite Ton 0.25 1600 400.00
with drilling rig machine in Soft
formation ( consists of clay,silt and
sand sand below partical size of 4.75
penetration rate is fixed at 9m/hour )
47 Second Reaming of pilot hole by std bit
above 17 1/2'' up to depth of 100m
with drilling rig machine in Soft Labourer m.d. 45.00 520.00 23400.00 Drill bit No 0.125 0 0.00
formation ( consists of clay,silt and Oxygen gas Cylinder 0.10 0 0.00
sand sand below partical size of 4.75 Acetelyne gas Cylinder 0.05 0 0.00
penetration rate is fixed at 9m/hour ) No 1.00
Bucket 0 0.00
41923.75 2000.00 43923.75 6588.56 50512.31
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 4040.98
54553.29
Rate per M 545.53

48 Second Reaming of pilot hole by std bit Mason m.d. 3.75 760.00 2850.00 Bentonine Ton 1.00 1600 1600.00
above 17 1/2'' up to depth of 100m Helper m.d. 48.75 511.50 24935.63 Barite Ton 0.25 1600 400.00
with drilling rig machine in Medium Labourer m.d. 67.50 520.00 35100.00 Drill bit No 0.167 0 0.00
formation ( gravel fine to medium is Oxygen gas Cylinder 0.10 0 0.00
fixed at 6m/hour ) Acetelyne gas Cylinder 0.05 0 0.00
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 5969.48
80587.95
Rate per M 805.88

49 Second Reaming of pilot hole by std bit Mason m.d. 5.00 760.00 3800.00 Bentonine Ton 1.25 1600 2000.00
above 17 1/2'' up to depth of 100m Helper m.d. 65.00 511.50 33247.50 Barite Ton 0.25 1600 400.00
with drilling rig machine in hard Labourer m.d. 90.00 520.00 46800.00 Drill bit No 0.25 0 0.00
formation ( consists above coarse Oxygen gas Cylinder 0.10 0 0.00
gravel penetration is fixed at Acetelyne gas Cylinder 0.05 0 0.00
4.5m/hour )
83847.50 2400.00 86247.50 12937.13 99184.63
Add 8% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 7934.77
107119.40
Rate per M 1071.19

Mason m.d. 7.50 760.00 5700.00 Bentonine Ton 0.50 1600 800.00
Labourer m.d. 13.50 520.00 7020.00 Barite Ton 0.25 1600 400.00
Drill bit No 0.05 0 0.00
Rig Machine Hrs 6.00 0 0.00
Reconditioning of hole before lowering Elec. Generator Hrs 2.00 0 0.00
of pipe assembly 6-12'' dia. to a depth Water Truck Hrs 2.00
50 up to 100m. 0 0.00
Cargo Truck Hrs 4.00 0 0.00
Pickup Truck Hrs 8.00 0 0.00

12720.00 1200.00 13920.00 2088.00 16008.00

Add58% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 800.40
16808.40
Rate per M 168.08
 Mason m.d. 1.50 760.00 1140.00 Oxygen gas Cylinder 1.50 0
0.00
Helper m.d. 8.00 520.00 4160.00 Acetelyne gas Cylinder 0.75 0
0.00
Labourer m.d. 13.50 520.00 7020.00 Welding rod No 9.00 0
0.00
Rig Machine Hrs 12.00 0
0.00
Lowering of pipe assembly of 6-12'' Elec. Generator Hrs 6.00 0
0.00
51 dia. including gravel packing Water Truck Hrs 12.00 0
0.00
Cargo Truck Hrs 4.00 0
0.00
Pickup Truck Hrs 8.00 0
0.00
Water Pump Hrs 16.00 0
0.00
12320.00 0.00 12320.00 1848.00 14168.00
Add 5% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 708.40
14876.40
Rate per M 148.76

52 Well development by drilling rig Mason m.d. 1.00 760.00 760.00 Bucket No 1.00 0 0.00
machine of 6- 12'' ( Back washing and Helper m.d. 5.00 520.00 2600.00 Liner No 0.25 0 0.00
inner washing) Labourer m.d. 9.00 520.00 4680.00 Piston rod No 0.25 0 0.00
8040.00 0.00 8040.00 1206.00 9246.00
Rate per M 92.46
Note - In all works drilling rig is inclusive of mud pump also, whether it be a part or separate unit of the drilling rig.

53 Well development by drilling rig Mason m.d. 5.00 760.00 3800.00 Bucket No 1.00 0 0.00
machine of 6-12'' ( Water Jeting) Labourer m.d. 9.00 520.00 4680.00 Liner No 0.25 0 0.00
Water Pump Hrs 11.00 0 0.00
Welding Generator Hrs 1.00 0 0.00
8480.00 0.00 8480.00 1272.00 9752.00
Rate per M 97.52

Mason m.d. 7.00 760.00 5320.00 Rig Machine Hrs 4.00 0 0.00
Well development by Compressor Helper m.d. 27.00 520.00 14040.00 compressor Hrs 72.00 0.00 0.00
54
machine for well size 6-12'' . Labourer m.d. 36.00 520.00 18720.00 Elec. Generator Hrs 30.00 0 0.00
38080.00 0.00 38080.00 5712.00 43792.00

Mason m.d. 5.00 760.00 3800.00 Gasket Set 4.00 0.00 0.00
Helper m.d. 14.00 520.00 7280.00 Grand Packing Set 6.00 0 0.00
55 Well development by pump (6-12'') Submersible pump
Labourer m.d. 35.00 520.00 18200.00 25 hp Hrs 50.00 0 0.00
29280.00 0.00 29280.00 4392.00 33672.00

Mason m.d. 2.00 760.00 1520.00 Gasket Set 4.00 0.00 0.00
Helper m.d. 4.00 520.00 2080.00 Grand Packing Set 6.00 0.00 0.00

Pump test for deep tube well ( draw

56
down test )
 Submersible pump
Labourer m.d. 29.00 520.00 15080.00 25 hp Hrs 24.00 0.00 0.00

Pump test for deep tube well ( draw Elec. Generator Hrs 24.00 0.00 0.00
56 indicator Hrs 24.00 0.00 0.00
down test )
6''pipe tee Hrs 24.00 0.00 0.00
Pickup Truck Hrs 3.00 0.00 0.00
Tripod sets Hrs 24.00 0.00 0.00
18680.00 0.00 18680.00 2802.00 21482.00

Mason m.d. 2.00 760.00 1520.00 Elec. Generator Hrs 6.00 0.00 0.00
Helper m.d. 4.00 520.00 2080.00 indicator Hrs 16.00 0.00 0.00
57 Recovery test for deep tube well 18.00 Hrs 2.00
Labourer m.d. 520.00 9360.00 Pickup Truck 0.00 0.00
12960.00 0.00 12960.00 1944.00 14904.00

Mason m.d. 3.00 760.00 2280.00 Gasket Set 4.00 0.00 0.00
Helper m.d. 6.00 520.00 3120.00 Grand Packing Set 6.00 0.00 0.00
Submersible pump
Labourer m.d. 30.00 520.00 15600.00 25 hp Hrs 24.00 0.00 0.00
Step Draw Down test For deep tube Elec. Generator Hrs 24.00 0.00 0.00
58
well. indicator Hrs 24.00 0.00 0.00
6''pipe tee Hrs 24.00 0.00 0.00
Pickup Truck Hrs 3.00 0.00 0.00
21000.00 0.00 21000.00 3150.00 24150.00

Mason m.d. 2.00 760.00 1520.00 Power cell Nos 6.00 0 0.00
Electric Logging of bore hole after Helper m.d. 4.00 520.00 2080.00 Elec. logging mchHrs 12.00 0 0.00
59 drilling of pilot hole for 100m depth. Labourer m.d. 8.00 520.00 4160.00
7760.00 0.00 7760.00 1164.00 8924.00
Add 3% of all costs for periodic repairs of machinery ,small tools ,small spare parts unforseen items that may be machinery servicing etc 267.72
Rate per well (Nrs.) 9191.72

60 Refilling of trench with

ordinary soil without
water sprinkling
compaction of each layer
-For 1 m3 Labourer m.d. 0.25 520.00 130.00 Tools & Plant 3 % of labour cost 3.90 133.90 20.09 153.99
 COST ESTIMATE
Name of Project: Dhanaura Water Supply Project
Name of Work: Household Connection

A Unit Weight of HDPE Pipe

As per NS 40/2042

SN Description Series(av. Unit Wt kg/m / inner Dia.I

2 kg/cm2 2.5 kg/cm2 4 kg/cm2 6 kg/cm2 10 kg/cm2
1 16 mm HDP 0.092
Inner Dia 11.6
20 mm HDP 0.134
Inner Dia 14.9
25 mm HDP 0.202
Inner Dia 18.9
32 mm HDP 0.226 0.334
Inner Dia 26.9 24.1
40 mm HDP 0.251 0.35 0.514
Inner Dia 35.6 33.7 30.3
50 mm HDP 0.378 0.542 0.796
Inner Dia 44.7 42.2 38
63 mm HDP 0.403 0.585 0.851 1.296
Inner Dia 58.6 56.6 53.3 47.8
75 mm HDP 0.483 0.557 0.846 1.191 1.782
Inner Dia 69.9 67.1 63.3 57.1
90 mm HDP 0.634 0.799 1.22 1.715 2.568
Inner Dia 83.9 80.4 76.3 70
110 mm HDP 0.952 1.185 1.703 2.545 3.801
Inner Dia 102.6 99.2 93.4 83.7
125 mm HDP 1.229 1.53 2.289 3.293 4.962
Inner Dia 116.6 112 105.3 95.1
140 mm HDP 1.56 1.897 2.901 4.15 6.209
Inner Dia 130.7 125.5 119 106.6
160 mm HDP 1.972 2.453 3.773 5.355 8.097
Inner Dia 149.5 143.4 136 122
180 mm HDP 2.484 3.148 4.762 6.8 10.256
Inner Dia 168 161.5 152.9 137.1
200 mm HDP 3.082 3.875 5.89 8.391 12.52
Inner Dia 186.7 179.4 169.9 152.5
225 mm HDP 3.896 4.822 7.445 10.544 16.014
Inner Dia 210.3 201.9 191.4 171.4
250 mm HDP 4.771 6.012 9.187 13.014 19.757
Inner Dia 233.5 224 212.6 190.5
280 mm HDP 6.042 7.471 11.455 16.327 27.708
Inner Dia
315 mm HDP 7.584 9.417 14.508 20.694 31.16
Inner Dia
355 mm HDP 9.641 11.957 18.382 26.243 39.635
Inner Dia
400 mm HDP 12.213 15.221 23.343 33.309 50.344
Inner Dia
450 mm HDP 15.394 19.163 29.351 42.065 63.598
Inner Dia
500 mm HDP 18.939 23.836 36.406 51.9 78.735
Inner Dia

B Unit Weight of GI Pipes

As per NS 199-2046
Unit Weight (kg/m)
Description
Heavy medium Light
SN
Inner Dia Without Without Without
With socket With socket
Inch mm socket socket socket
1 1/4 " 6 0.493 0.496 0.407 0.41 0.361
2 1/3 " 8 0.769 0.773 0.65 0.65 0.517
 3 2/5 " 10 1.02 1.03 0.852 0.858 0.674
4 1/2 " 15 1.45 1.46 1.22 1.23 0.952
5 3/4 " 20 1.9 1.91 1.58 1.59 1.41
6 1" 25 2.97 2.99 2.44 2.46 2.01
7 1 1/4 " 32 3.84 3.84 3.14 3.17 2.58
8 1 1/2" 40 4.43 4.4 3.61 3.65 3.25
9 2" 50 6.17 6.24 5.1 5.17 4.11
10 2 1/2 " 65 7.9 8.02 6.51 6.63 5.8
11 3" 80 10.1 10.3 8.47 8.64 6.81
12 4" 100 14.4 14.7 12.1 12.4 9.89
13 5" 125 17.8 18.3 16.2 16.7 -
14 6" 150 21.2 21.8 19.2 19.8 -

ABSTRACT OF COSTS
Name of Project: Dhanaura Water Supply Project
Name of Work: Supply of Pipe Fittings for Distribution Pipelines
Total Unit Rate
S.No. Pipe fitting details Unit Amount Rs. Remarks
Quantity Rs.
1 GI pipe ( 90 cm long)
250mm dia MC pc
200mm dia MC pc 6.00 2500.00 15,000.00
150mm dia MC pc 6.00 2488.00 14,928.00
100mm dia MC pc 8.00 1525.00 12,200.00
80mm dia MC pc 14.00 1020.00 14,280.00
65mm dia MC pc 4.00 820.00 3,280.00
50mm dia (2") MC pc 4.00 642.00 2,568.00
40mm dia MC pc 6.00 468.00 2,808.00
32mm dia MC pc 4.00 407.00 1,628.00
2 GI Union
80mm dia MC no 28.00 1462.00 40,936.00
65mm dia MC no 8.00 1046.00 8,368.00
50mm dia (2") MC no 8.00 565.00 4,520.00
40mm dia MC no 24.00 405.00 9,720.00
32mm dia MC 16.00 305.00 4,880.00
3 GI Nipple 6" long
250mm dia MC no
200mm dia MC no 18.00 1500.00 27,000.00
150mm dia MC no 18.00 1350.00 24,300.00
100mm dia MC no 24.00 673.00 16,152.00
80mm dia MC no 42.00 507.00 21,294.00
65mm dia MC no 12.00 348.00 4,176.00
50mm dia (2") MC no 12.00 233.00 2,796.00
40mm dia MC no 18.00 176.00 3,168.00
32mm dia MC no 12.00 113.00 1,356.00
4 Gate valve
100mm dia MC no 8.00 6235 49,880.00
80mm dia MC no 14.00 5780 80,920.00
65mm dia MC no 4.00 5300 21,200.00
50mm dia (2") MC no 4.00 5150 20,600.00
40mm dia MC no 6.00 3520 21,120.00
32mm dia MC no 4.00 3120 12,480.00
5 CI Sluice Valve
200mm dia MC 6.00 29000 174,000.00
180mm dia MC 6.00 28000 168,000.00
6 GI Equal Tee
250mm dia MC no
200mm dia MC no
150mm dia MC no 1.00 1449 1,449.00
100mm dia MC no 1.00 1449 1,449.00
7 DI Un equal Tee
200*200*150 mm no 1.00 23115 23,115.00
 180*180*65 mm no 1.00 23115 23,115.00
125*125*75 mm no 3.00 23115 69,345.00
125*125*40 mm no 2.00 23115 46,230.00
140*140*110 mm 2.00 23115 46,230.00
8 GI Equal Cross Tee
150mm dia MC no 1.00 2000 2,000.00
100mm dia MC no 2.00 1700 3,400.00
9 Air valve
20mm dia MC 3.00 3850.00 11,550.00
10 Valve Box
100 mm dia 6.00 4510 27,060.00
11 HDP/GI Flange Set with adoptor
250/200mm dia no
225/200mm dia no
200/200mm dia no 8.00 3725 29,800.00
180/150mm dia no 9.00 3320 29,880.00
160/150mm dia no 12.00 3075 36,900.00
140/150 mm dia no
110/100 mm dia no 25.00 2110 52,750.00
90/80 mm dia no 35.00 1710 59,850.00
75/65 mm dia no 11.00 1600 17,600.00
63/50 mm dia no 12.00 1606 19,272.00
12 Saddle/Ferrule heavy duty
250 mm
225 mm
200 mm no 1.00 3245 3,245.00
180 mm no 2.00 2331 4,662.00
160 mm
140 mm no 2.00 1215 2,430.00
125 mm no 3.00 914 2,742.00
110 mm no 5.00 555 2,775.00
90 mm no 4.00 450 1,800.00
75 mm no 8.00 410 3,280.00
63 mm no 3.00 315 945.00
13 End cap
100mm dia MC
80mm dia MC no 6.00 445 2,670.00
65mm dia MC no 2.00 216 432.00
50mm dia (2") MC no 5.00 116 580.00
40mm dia MC no 6.00 92 552.00
Total 1310666.00
Value Added Tax (VAT) @ 13% of Total 170386.58
Grand Total 1481052.58
Light
With
socket
0.364
0.521
 0.68
0.961
1.42
2.03
2.61
3.29
4.18
5.92
6.98
10.2
-
-
 Procurement of Pipes
Dougha Lift water supply project

Estimated
S.No. Pipe size and series Unit
Quantity Rate Amount
1 HDPE pipes

1 20 mmØ 10 kg/cm² m 165 28.68 4732.2

2 25 mmØ 10 kg/cm² m 1683 43.23 72756.09
3 32 mmØ 6 kg/cm² m 99 48.36 4787.64
4 32 mmØ 10 kg/cm² m 1837 71.48 131308.76
5 40 mmØ 6 kg/cm² m 1078 74.9 80742.2
6 40 mmØ 10 kg/cm² m 1804 110 198440
7 50 mmØ 6 kg/cm² m 3168 115.99 367456.32
8 50 mmØ 10 kg/cm² m 1353 170.34 230470.02
9 63 mmØ 6 kg/cm² m 1375 181.9 250112.5
10 63 mmØ 10 kg/cm² m 1782 271.57 483937.74
11 75 mmØ 6 kg/cm² m 1287 254.87 328017.69
12 75 mmØ 10 kg/cm² m 660 381.35 251691
13 90 mmØ 6 kg/cm² m 3542 367.01 1299949.42
14 90 mmØ 10 kg/cm² m 297 549.55 163216.35
15 ### 6 kg/cm² m 66 544.63 35945.58
16 ### 6 kg/cm² m 1584 704.7 1116244.8
Subtotal 21780 Rs. 5019808.31
Add transportation cost @ 4.00 % 200792.33
Total 5220600.6
Value added Tax @ 13.00 % 678678.1
Total cost of HDPE pipes Rs. 5899279
2 GI pipes
1 15 mmØ GI (Medium) m 100 154 15400
2 20 mmØ GI (Medium) m 726 197 143022
3 25 mmØ GI (Medium) m 1012 299 302588
4 32 mmØ GI (Medium) m 990 390 386100
5 40 mmØ GI (Medium) m 1188 448 532224
6 50 mmØ GI (Medium) m 100 616 61600
7 65 mmØ GI (Medium) m 350 786 275100
8 80 mmØ GI (Medium) m 250 979 244750
9 ### GI (medium) m 48 1466 70368
10 ### GI (Heavy) m 1750 2183 3820250
Subtotal 6514 5851402
Value added Tax @ 13.00 % 760682.26
Total cost of GI pipes 6612084.3
Total cost of HDPE and GI pipes 28294 Rs. 12511363.3

Estimated by Checked by Approved by

 Detailed Quantities of Pipes & Fittings and Transportation

S.No. Pipe size and series Unit estimatedlength

Unit weight Weight
Scheme No - 1
HDPE pipes
20 mmØ 10 kg/cm² m 165 0.134 22.11
25 mmØ 10 kg/cm² m 1683 0.202 339.966
32 mmØ 6 kg/cm² m 99 0.226 22.374
32 mmØ 10 kg/cm² m 1837 0.334 613.558
40 mmØ 6 kg/cm² m 1078 0.35 377.3
40 mmØ 10 kg/cm² m 1804 0.514 927.256
50 mmØ 6 kg/cm² m 3168 0.542 1717.056
50 mmØ 10 kg/cm² m 1353 0.796 1076.988
63 mmØ 6 kg/cm² m 1375 0.85 1168.75
63 mmØ 10 kg/cm² m 1782 1.269 2261.358
75 mmØ 6 kg/cm² m 1287 1.191 1532.817
75 mmØ 10 kg/cm² m 660 1.782 1176.12
90 mmØ 6 kg/cm² m 3542 1.715 6074.53
90 mmØ 10 kg/cm² m 297 2.568 762.696
### 6 kg/cm² m 66 2.545 167.97
### 6 kg/cm² m 1584 3.293 5216.112
Subtotal 21780 23456.961
GI pipes
15 mmØ GI (Medium) m 100 1.284 128.4
20 mmØ GI (Medium) m 726 1.658 1203.708
25 mmØ GI (Medium) m 1012 2.53 2560.36
32 mmØ GI (Medium) m 990 3.279 3246.21
40 mmØ GI (Medium) m 1188 3.788 4500.144
50 mmØ GI (Medium) m 100 5.319 531.9
65 mmØ GI (Medium) m 350 6.349 2222.15
80 mmØ GI (Medium) m 250 8.85 2212.5
### GI (medium) m 48 12.99 623.52
### GI (Heavy) m 1750 18.52 32410
Subtotal 49638.892
Pump and motors 4000
Weigt of fittings and tools 5000
Weigt of fittings for private connection 5000
Total weight of pipe and fittings for transportation 87095.853

Estimated by Checked by Approved by

 GOVERNMENT OF NEPAL
MINISTRY OF URBAN DEVELOPMENT
DEPARTMENT OF WATER SUPPLY AND SEWERAGE
WATER SUPPLY & SANITATION DIVISION OFFICE
DHANGADHI,KAILALI

DETAILED DESIGN REPORT

OF

ARUNODAYA WATER SUPPLY AND SANITATION PROJECT

PATHARIYA VDC

KAILALI

WATER SUPPLY AND SANITATION DIVISION OFFICE

DHANGADHI,KAILALI
FISCAL YEAR: 2070/71
Pumped Water Supply System
Scheme Name & No.:
Design Daily Demand (Qd) 0 Lit/day
Pumping Hours Suggested by DWSS (Hr) 12 Hrs.
Pumping Rate (Q=Qd/(Hr*3600*1000)) 0 m3/sec

Design of Rising Main (Inlet Pipe to RT)

Assumed Velocity of Flow (V) 2.1 m/sec
Cross-sectional Area (A=Q/V) 0 m2
Diameter of Rising Main (d=SQR(4*A/p) 0 m
Adopted diameter of Rising Main (d) 0.1 m
Hence, Well size recommended 12"X8"
Depth of Housing pipe 12" dia considering the draw down 50 m
Depth of casing pipe & Screen 8" dia. based on the near by well 100 m
Total depth of Well 150 m
Total head including suction, frictional & static head to be pumped
(H=maximum drawdown +pump body+staging height) 50 m
Assumed efficiency of the pump (p) 70 %
Assumed efficiency of the motor (p) 80 %
Density of Water (w) 1000 Kg/m3
Water Horse Power (WHP=w*Q*H/75) 0.00 HP
Break Horse Power (BHP=WHP/(p*p)) 0.00 HP
One HP=746 watts
Electrc Power = (BHP*746)/1000 0.00 Kwatts
Rated Capacity of Electric Transformer, KVA
= (Power input to the pump motor + Power for other uses)/0.8
Power for other uses 5 Kwatts
Capacity of Transformer = (21.48+5)/0.8 6.25 KVA
Recommended 50 KVA
Design of Well Screen
Diameter of Screen=Diameter of casing pipe (D) 0.2 m
Slots (1.6x7.5mm) for 15 % of screen area
Velocity of flow through the acquifer depending on the soil type (v=1 to
6 cm/sec) 0.025 m/sec
circumferential Area of slots (a=Q/v) 0.00 m2
Circumferential Area of screen (a1=a/15%) 0.00 m2

Considering 60% blockage of slots during design period, ie, for 40%
usable area, The Circumferential area required (a2=a1/0.40) 0.00 m2
Length of screen (h=a/(p*D) 0.00 m
Designed Length of Screen (h) 24 m
 Abstract of costs
Pipeline Works
Dougha Lift water supply project Scheme no :
Sn Description Length Breadth Height Quantity Unit Rate Amount
Unit
A Transmission line
E/W in excavation in hard soil(63-90) 2070 0.45 0.90 838.35 cum 577.45 484105.21
E/W in backfilling with hard soil(63-90) 2070 0.45 0.90 838.35 cum 291.03 243985.00
3 Laying & Jointing of GI Pipes
100mm GI-welded joints 1648 1648 m 574.47 946726.56
90 mmØ PPR pipe 2070 2070 m 45.91 95033.7
Sub-total 3718 1769850.47
Vat @ 13 % 230080.5611
Total cost of transmission pipe line works 1999931
B Distribution line

1 E/W in excavation in hard soil(110-125) 1270 0.60 0.90 685.80 cum 577.45 396015.21
E/W in excavation in hard soil(63-90) 1430 0.45 0.90 579.15 cum 577.45 334430.17
E/W in excavation in hard soil(20-50) 1010 0.35 0.90 318.15 cum 577.45 183715.72
2 E/W in backfilling with hard soil(110-125) 1270 0.60 0.90 685.80 cum 291.03 199588.37
3 E/W in backfilling with hard soil(63-90) 1430 0.45 0.90 579.15 cum 291.03 168550.02
4 E/W in backfilling with hard soil(20-50) 1010 0.35 0.90 318.15 cum 291.03 92591.19
3 Laying & Jointing of Pipes
32 mmØ HDPE pipe 210 210.00 m 2.72 571.20
40,50 mmØ HDPE pipe 800 800.00 m 3.29 2632.00
63-90 mmØ HDPE pipe 1430 1430.00 m 45.99 65765.70
110,125 mmØ HDPE pipe 1270 1270.00 m 66.50 84455.00
125mmØ GI- weld joint 780 780.00 m 727.76 567652.80
100 mmØ GI- weld joint 810 810.00 m 574.47 465320.70
80 mmØ GI- weld joint 430 430.00 m 424.22 182414.60
40 mmØ GI- weld joint 1770 1770.00 m 264.41 468005.70
32 mmØ GI- weld joint 1320 1320.00 m 171.94 226960.80
20 mmØ GI- socketed joint 150 150.00 m 45.93 6889.50
Sub-total 8970 8970.00 3445559
Value Added Tax @ 13.00 % 447923
Total cost of distribution pipeline works 3893482
Total cost of pipeline works 12688 5893413.00

Transportation Cost of Pipes and fittings

.No. Description of items Quantity Rate Amount
1 Transportation Cost of Pipes and fittings from store to site
In Scheme no # 1 #N/A kg 0.47 #N/A
Value Added Tax @ 13.00 % ###
Total transportation cost Rs

Estimated by Checked by Approved by

 Abstract of Cost
Component: Horizontal Roughing Filter
S.N. Description of Works No. Quantity Unit Unit Rate Total Amount
1 Site Clearence 1 48.00 m2 71.76 3,444.48
2 Earth Work in Excavation in
Foundation in Hard Soil 1 86.22 m3 577.45 49,787.74
3 Earth Filling in Foundation in hard
Soil 1 9.74 m3 291.03 2,834.63
4 Stone Soling with sand packing on
Base of Foundation 1 8.90 m3 2374.98 21,137.32
5 Laying of P.C.C. 1:3:6 on Base of
Foundation 1 4.59 m3 11101.49 50,955.84
6 Laying of One Layer Tarfelt Over
Lean Concrete 1 45.92 m2 57.85 2,656.47
7 P.C.C (1: 1.5:3) Works for R.C.C 1 16.28 m3 15298.08 249,052.74
8 Centring and Shuttering Works for
P.C.C. and R.C.C Works 1 146.62 m2 413.10 60,568.72
9 Reiforcement Works with Deformed bars
Bars Including Supplying,Cutting,
Bending and Placing in Position 1 2205.18 kg 111.17 245,149.86
10 stone Masonry Work in 1:4
Cement Sand mortar 1 1.04 m3 8733.26 9,082.59
11 12.5 mm Thick Cement Sand Plaster in
1:3 Mortar with 2% Water Proof
Compound 1 159.40 m2 280.75 44,751.55
12 20 mm Thick Cement Sand Plaster in
1:4 Mortar in 1 34.40 m2 374.20 12,872.48
13 3 mm Thick Punning in 1: 1 Cement 173.42
Sand Mortar 1 137.01 m2 119.52 16,375.44
14 Two Coat of snowcem Paint of
Appropriate Colour on Exposed
Surface of Tank 1 50.26 m2 96.35 4,842.55
15 Preparation and Placing of 40-20 mm
dia. Gravel Filter Media as per
Specification 1 4.80 m3 3482.50 16,716.00
16 Preparation and Placing of 20-10 mm
dia. Gravel Filter Media as per
Specification 1 14.40 m3 4753.25 68,446.80
17 Preparation and Placing of 04-10 mm
dia. Gravel Filter Media as per
Specification 1 14.40 m3 4515.76 65,026.94
18 Installation of 3 inch dia. Pipe
Pipe Pieces and Fittings for Inlet,
Outlet and W/O Complete including
gates as per Drawing and Specification 1 1.00 Job 7500.00 7,500.00
19 Standard Manhole Cover (60cm dia)
including M.S. Angle of 1.5" in
Size including Fixing all Complete as
per Drawing and Specification 1 2.00 Nos. 3000.00 6,000.00
20 Site Development around the HRF 1 22.00 m 250.00 5,500.00
Total 942,702.15
Vat @ 13% 122,551.28
1,065,253.43

34
 Detailed Quantity Estimate

Component: Roughing Filter

S.N. Description of Works No Length Breadth Height Quantity Units

1 Site Clearence 1 (m)
8.00 (m)
6.00 (m) 48.00 m2
2 Earth Work in Excavation in
Levelling work 1 9.64 5.68 0.50 27.38
Foundation in Boulder Mixed Soil 1 9.64 5.68 0.95 52.02
Inlet valve chamber 1 1.63 1.86 0.75 2.27
Outlet valve cmaber 2 1.63 1.86 0.75 4.55
Total 86.22 m3
3 Earth Filling in Foundation in Boulder
Mixed Soil , long wall 2 9.64 0.60 0.75 8.68
Short wall 2 4.48 0.60 0.75 4.03
Inlet valve chamber , -long wall 2 1.63 0.20 0.75 0.49
short wall 1 1.46 0.20 0.75 0.22
Outlet valve chamber, -long wall 2 1.63 0.20 0.75 0.49
short wall 1 1.46 0.20 0.75 0.22
Sub Total 14.13 m3
Deduct Long wall 2 9.64 0.30 0.45 2.60
short wall 2 4.48 0.30 0.45 1.21
Inlet valve chamber -long wall 2 1.63 0.15 0.35 0.17
short wall 1 1.46 0.15 0.35 0.08
Outlet valve chamber -long wall 2 1.63 0.15 0.35 0.17
short wall 1 1.46 0.15 0.75 0.16
Sub Total 4.39
Total 9.74 m3
4 Stone Soling with sand packing on
Base of Foundation , HRF 1 9.04 4.48 0.20 8.10
Inlet VC 1 1.53 1.76 0.15 0.40
Outlet VC 1 1.53 1.76 0.15 0.40
Total 8.90 m3
5 Laying of P.C.C. 1:3:6 on Base of
Foundation HRF 1 9.04 4.48 0.10 4.05
Inlet VC 1 1.53 1.76 0.10 0.27
Outlet VC 1 1.53 1.76 0.10 0.27
Total 4.59 m3
6 Laying of One Layer Tarfelt Over
Lean Concrete HRF 1 9.04 5.08 45.92 m2
7 P.C.C (1: 1.5:3) Works for R.C.C
HRF Base Slab 1 9.04 4.48 0.15 6.07
Outer Long Wall 2 8.44 0.13 1.30 2.85
Central Long Wall 1 8.44 0.16 1.30 1.76
Short Wall Outer 2 4.48 0.16 1.30 1.86
Slotted Wall 8 2.00 0.13 1.30 2.70
Inlet & outlet channel-base 2 4.61 0.30 0.08 0.22
Channel walls 2 4.61 0.08 0.15 0.11

45
Detailed Quantity Estimate
Inlet VC 1 1.53 1.76 0.10 0.27

46
 Detailed Quantity Estimate

Component: Roughing Filter

S.N. Description of Works No Length Breadth Height Quantity Units

Outlet VC 1 (m)
1.53 (m)
1.76 (m)
0.10 0.27
Inlet Valve Chamber cover Slab 1.0 1.23 1.46 0.10 0.18
Outlet Valve Chambercover Slab 1 1.23 1.46 0.10 0.18
Sub Total 16.47 m3
Deduction Inlet weir 1 8.44 0.13 0.10 0.11
manhole opening 2 0.28 0.10 0.06
Sub Total 0.17
Net PCC Required Total 16.30 m3
8 Centring and Shuttering Works for
P.C.C. and R.C.C Works
HRF Base Slab Long wall 2 9.04 0.25 4.52
short wall 2 4.48 0.25 2.24
Long Wall Outer 2 8.44 1.30 21.94
Short Wall Outer 2 4.48 1.30 11.65
Short Wall inner 20 2.00 1.30 52.00
Long Wall Inner 4 1.00 1.30 5.20
Long Wall Inner 8 3.00 1.30 31.20
Long Wall Inner 8 0.80 1.30 8.32
Inlet and Outlet Channel
outer base 2 4.48 0.30 2.69
wall 2 4.48 0.38 3.40
Slab cover of Inlet VC 1 1.00 1.00 1.00
Slab cover of Outlet VC 1 1.00 1.00 1.00
sides Inlet VC 2 3.92 0.10 0.78
sides outlet VC 2 3.92 0.10 0.78
Sub Total 146.72 m2
Deduction manhole opening 2 0.28 0.10 0.06
Total 146.66 m2
9 Reiforcement Works with Deformed bars
Bars Including Supplying,Cutting,
Bending and Placing in Position
Base Slab
Main bar 12 mm dia at 250 mm c/c Horizontally on top 38 6.28 0.88 kg/m 210.00
face
Dist bar 12 mm dia at 250 mm c/c Horizontally on top 22 10.24 0.88 kg/m 198.25
face
Main bar 12 mm dia at 250 mm c/c Horizontally on 38 6.28 0.88 kg/m 210.00
bottom
Dist barface
12 mm dia at 250 mm c/c Horizontally on 22 10.24 0.88 kg/m 198.25
bottom face Haunch Bar
Haunch bar 12 mm dia at 200 mm c/c diagonally 47 1.20 0.88 kg/m 49.63
Haunch bar 12 mm dia at 200 mm c/c diagonally 27 1.20 0.88 kg/m 28.51
Sub Total 894.64 kg

47
 Detailed Quantity Estimate

Component: Roughing Filter

S.N. Description of Works No Length Breadth Height Quantity Units

Long Walls Outer (m) (m) (m)

Main bar inner 12 mm Ø at 150 mm c/c Vertically on

inner face 19.0 9.64 0.88 kg/m 161.18
Dist bar 10 mm Ø at 300 mm c/c Horizontally on inner 62 2.05 0.61
face kg/m 77.53
Main bar 12 mm Ø 225 mm c/c Vertically outer face 13 9.64 0.88 kg/m 110.28
Dist bar 10 mm Ø at 300 mm c/c Horizontally on outer 62 2.05 0.61
face kg/m 77.53
Long Walls Inner
Main bar 12 mm Ø 225 mm c/c Vertically both face 13 9.64 0.88 kg/m 110.28
Dist bar 10 mm Ø at 300 mm c/c Hor both face 62 2.05 0.61 kg/m 77.53
Sub Total 614.33 kg
Short Wall
Main bar inner 12 mm Ø at 225 mm c/c Horizontaly on 13 5.48 0.88 kg/m 62.69
inner face
Dist bar 10 mm Ø at 300 mm c/c vertically on inner face 31 2.45 0.61 kg/m 46.33
Main bar inner 12 mm Ø at 225 mm c/c horizontally on 13 5.48 0.88 kg/m 62.69
outer face
Dist bar 10 mm Ø at 300 mm c/c Vertically on outer face 31 2.45 0.61 kg/m 46.33
Inner short walls
Main bar inner 12 mm Ø at 225 mm c/c Horizontaly on 25 5.48 0.88 kg/m 120.56
inner face
Dist bar 10 mm Ø at 300 mm c/c vertically on inner face 61 2.45 0.61 kg/m 91.16
Sub Total 429.76 kg
Corner bars 12 mm dia @ 200 mm c/c 30 3.50 0.88 kg/m 92.40
Channel
Main bar 10 mm @ 150 mm c/c 63 0.45 0.61 kg/m 17.29
Distribution bar 10 mm @ 100 mm c/c 47 4.48 0.61 kg/m 128.44
Slab of Valve Chamber
Inlet VC Long side 8 1.20 0.61
kg/m 5.86
Short side 8 1.20 0.61 kg/m 5.86
Outlet VC one number Long side 8 1.20 0.61 kg/m 5.86
Short side 8 1.20 0.61 kg/m 5.86
Sub Total 261.57
Sub Total 2200.30 kg
Deduct manhole 2 0.28 0.56
Net Reinforcement 2199.74 kg
10 Brick Masonry Work in 1:6 Cement Sand mortar
Inlet VC Long Wall 2 1.23 0.23 0.65 0.37
Short wall 1 1.00 0.23 0.65 0.15
Outlet VC Long Wall 2 1.23 0.23 0.65 0.37
Short wall 1 1.00 0.23 0.65 0.15
Total 1.04

48
 Detailed Quantity Estimate

Component: Roughing Filter

S.N. Description of Works No Length Breadth Height Quantity Units

11 12.5 mm Thick Cement Sand Plaster in (m) (m) (m)
1:3 Mortar with 2% Water Proof
Compound
Long Walls-outer side 2 8.44 1.10 18.57
Short Wall Outer 2 4.48 1.10 9.86
Short Wall inner 20 2.00 1.30 52.00
Long Wall Inner 4 1.00 1.30 5.20
8 3.00 1.30 31.20
8 0.80 1.30 8.32
Base of water chamber 2 2.00 0.80 3.20
Inlet and Outlet Channel
outer base 2 4.48 0.30 2.69
wall 2 4.48 0.38 3.40
inner base 2 4.48 0.30 2.69

Slab cover of Inlet VC 1 1.00 1.00 1.00

Slab cover of Outlet VC 1 1.00 1.00 1.00
sides Inlet VC 2 3.92 0.10 0.78
sides outlet VC 2 3.92 0.10 0.78
Top of walls- long 2 8.44 0.13 2.19
Central long 1 8.44 0.13 1.10
Outershort 2 4.48 0.16 1.43
Inner Short 8 2.00 0.08 1.28
Inlet and outlet channel top 2 4.48 0.08 0.72
Valve Chambers long wall outside 2 1.23 0.60 1.48
Short Wall out side 1 1.46 0.60 0.88
Inner part of - long wall 2 1.00 0.65 1.30
Short wall 1 1.00 0.65 0.65
Slab cover inlet 1 1.23 1.46 1.80
Valve Chambers long wall outside 2 1.23 0.60 1.48
Short Wall out side 1 1.46 0.60 0.88
Inner part of chamber-long wall 2 1.00 0.65 1.30
Short wall 1 1.00 0.65 0.65
Slab cover outlet 1 1.23 1.46 1.80
Sub Total 159.63 m2
Deduction manhole opening 2 0.28 0.10 0.06
Total 159.57 m2
12 20 mm Thick Cement Sand Plaster in
1:4 Mortar in Base Slab 2 1.00 2.00 4.00
Compartment 1 2 3.00 2.00 12.00
Compartment 2 2 3.00 2.00 12.00
Compartment 3 4 0.80 2.00 6.40
Total 34.40 m2

49
 Detailed Quantity Estimate

Component: Roughing Filter

S.N. Description of Works No Length Breadth Height Quantity Units

(m) (m) (m)
13 3 mm Thick Punning in 1: 1 Cement inner plastered surfaces of HRF
compartments
Sand Mortar 137.01 m2
14 Two Coat of Enamel Paint of inner plastered surfaces of HRF 50.43 m2
compartments
Appropriate Colour on Exposed
Surface of Tank
15 Preparation and Placing of 40-20 mm
dia. Gravel Filter Media as per
Specification 2 1.00 2.00 1.20 4.80 m3
16 Preparation and Placing of 20-10 mm
dia. Gravel Filter Media as per
Specification 2 3.00 2.00 1.20 14.40 m3
17 Preparation and Placing of 04-10 mm
dia. Gravel Filter Media as per
Specification 2 3.00 2.00 1.20 14.40 m3
18 Installation of 3 inch dia. Pipe
Pipe Pieces and Fittings for Inlet,
Outlet and W/O Complete as per
Drawing and Specification 1 1.00 Job
19 Standard Manhole Cover (60cm dia)
including M.S. Angle of 1.5" in
Size including Fixing all Complete as
per Drawing and Specification 2 2.00 Nos.

50
 Item Rates for Estimating
Rate Per Unit
Sn. Norms no Items Unit ( without VAT
)
Earth Works
1 1-8 Site clearance m2 71.76
2 2-9 Earthwork in Excavation in ordinary soil m3 461.96
3 2-12 Earthwork in Excavation in hard soil m3 577.45
4 2-14 Earthwork in Excavation in boulder mixed soil m3 734.51
5 2-15a Earthwork in Excavation in soft rock m3 1,385.87
6 2-15b Earthwork in Excavation in medium rock m3 2,078.80
7 2-16b Earthwork in Excavation in hard rock with chiselling m3 11,641.27
8 2-25a Earthwork in backfilling in ordinary soil m3 230.98
9 2-39c Earthwork in backfilling with hard soil m3 291.03
10 2-39d Earthwork in backfilling with boulder mixed soil m3 277.17
11 2-39e Earthwork in backfilling with soft rock m3 508.15
Stone Works
11 6-5 Stone soling work m3 2,374.98
12 11-16 Stone Pitching with sand m3 5,616.32
13 6-2.1 Dry stone masonry work m3 3,089.88
14 6-2.2 Stone masonry in mud mortar m3 3,484.56
15 6-3.1 R.R. masonry in 1:3 cement mortar m3 9,272.77
16 6-3.2 R.R. masonry in 1:4cement mortar m3 8,733.26
17 6-3.3 R.R. masonry in 1:6cement mortar m3 7,849.89
Concrete Works
18 7-2c Plain cement concrete (1:3:6) in sub Structure m3 11,101.49
19 7-2d Plain cement concrete (1:2:4) sub Structure m3 13,123.51
20 7-4 b Plain cement concrete (1:1:5:3) sub Structure m3 15,298.08
21 7-2 d Plain cement concrete (1:2:4) in super structure m3 14,342.51
22 7-4 b Plain cement concrete (1:1.5:3) in super structure m3 16,517.08
23 7-2d Plain cement concrete (1:2:4) substructure with 2% WPC m3 13,011.85
24 7-4 b Plain cement concrete (1:1:5:3) substructure with 2% WPC m3 14,504.52
Miscelleneous Works
23 7-5 Mild steel reinforcement kg 111.17
24 8-2a Form work for concrete work in simple slab and structure m2 413.10
Form work for concrete work in arch,dome,etc
( Assuming form work canbe used 4 times) m2 853.52
25 DWSS HDPE pipe formwork for ferro-cement works m2 204.52
Bar binding works including chicken wire, MS rods, GI plain
26 DWSS wires etc m2 1,417.34
27 24-6 Barbed wire fencing m 53.50
Barbed wire fencing on wooden posts (2 diagonals & 5
28 24-7 horizontals) @ 3m c\c m 334.08
29 10-17 Wood works for door window frame m3 48,680.31
38 mm thick wooden shutter with 24 SWG plain sheet on one
30 side m2 3,634.17
38 mm thick panelled wooden shutter m2 4,332.05
31 9-1 CGI sheet roofing m2 921.89
32 Laying of one layer of 500 G of Polythene sheet m2 27.83
 Rate Per Unit
Sn. Norms no Items Unit ( without VAT
)
Making gabion boxes including cutting, wire, netting etc. and
placing in site and tying all complete : Mesh size: hex.
100×120mm, Mesh wire-10SWG, selvedge wire-7 SWG) : size
33 16-2a+14-5a 2×1×1 m no 3,099.11
34 16-11 Filling of Gabion box with stone m3 1,784.63
35 Gravel packing 20,25 mm dia m 3 6,407.37
35 10-17 Wood work for beams, rafters,etc. m 3 33,297.27
35 10-19 25 mm thick eavesboard m² 682.05
Plastering, Punning and Pointing works
36 12-1a 12.5 mm thick 1:2 c-s plaster m2 338.39
37 12-1b 12.5 mm thick 1:3 c-s plaster m2 291.41
38 12-1c 12.5 mm thick 1:4 c-s plaster m2 280.75
39 12-4a 20 mm thick 1:3 c-s plaster m2 394.14
40 12-4b 20 mm thick 1:4 c-s plaster m 2 374.20
41 12-4c 20 mm thick 1:6 c-s plaster m 2 335.74
12-1a 12.5 mm thick 1:2 c-s plaster with 2% WPC m 2 338.39
12-1b 12.5 mm thick 1:3 c-s plaster with 2% WPC m 2 291.41
12-4a 20 mm thick 1:3 c-s plaster with 2% WPC m 2 394.14
42 13-10 3 mm thick 1:1 c-s punning m2 173.42
43 14-2c 1:3 c-s Flush ruled pointing work m2 196.50
Painting Works
44 13-5 Two coats of enamel painting with one coat of primer m2 215.69
45 13-12b Two coats snowcem painting m 2 96.35
46 13-10 Two coats of bitumen painting m 2 57.85
Pipe Jointing Works
HDPE Pipes
47 17-2 Laying and joining of 20,25 mmØ HDPE pipe with butt-weld joint m 2.26
48 17-2 Laying and joining of 32 mmØ HDPE pipe with butt-weld joints m 2.72
49 17-2 Laying and joining of 40,50 mmØ HDPE pipe with butt-weld joint m 3.29
50 17-2 Laying and joining of 63-90 mmØ HDPE pipe with butt-weld join m 45.91
17-2 Laying and joining of 110,125 mmØ HDPE pipe with butt-weld jo m 66.42
17-2 Laying and joining of 140-180 mmØ HDPE pipe with butt-weld jo m 91.83
51 DWSS Laying and joining of 200-250 mmØ HDPE pipe with butt-weld jo m 134.29
GI Pipes
52 17-4a Laying and joining of 15,20 mmØ GI pipe with socket joints m 45.93
53 17-4a Laying and joining of 25,32 mmØ GI pipe with socket joints m 62.75
54 17-4a Laying and joining of 40,50 mmØ GI pipe with socket joints m 85.71
55 17-4a Laying and joining of 65,80 mmØ GI pipe with socket joints m 114.82
17-4a Laying and joining of 100 mmØ GI pipe with socket joints m 143.93
56 17-4a Laying and joining of 125 mmØ GI pipe with socket joints m 175.30
Standard mild steel angle ( 25×25×3 mm size ) framed grill gate no 1,690.67
Supply and fixing of standard manhole cover ( 45×45 cm) set 2,288.83
Supply and fixing of standard manhole cover of 60cm diameter set 2,084.39
Supply and fixing of standard manhole cover ( 60×60 cm) set 3,004.18
Fly proof net fixing m² 302.09
Transportation work
 Rate Per Unit
Sn. Norms no Items Unit ( without VAT
)
57 Convenient load from store to site kg 0.4
58 Transportation of pipes and fittings from store(Tamghas) to project kg 0.47
Reference
No.

F4
F5
F6
F7
F8
F9
F10
F11
F12
F13
F14

F16
F17
F18
F19
F20
F21
F22

F24
F25
F26
F27
F28
F29
F30

F32
F33
F34
F35
F36
F37
F38
F39
F40
F41
F42
F43
Reference
No.

F44
F45
F46
F47
F48

F50
F51
F52
F53
F54
F55
F56
F57
F58
F59
F60

F62
F63
F64

F67
F68
F69
F70
F71
F72
F73

F75
F76
F77
F78
F79
F80
F81
F82
F83
F84
F85
Reference
No.
F87
F83
 Analysis of Item Rates
This rate analysis is based on the HMG/N approved Norms 2041 ( Including second revision )
Name of Project : Arunodaya Water Supply & Sanitation Project

A. Earthworks ( for 1 m³ ) and Site clearance ( for 1 m² )

Earthwork in excavation with 10m lead and 1.5 m lift in pipeline trench in :

Rate
Hard soil Boulder/Gravel mixedsoil Ordinary Soil Soft rock Medium rock
Materials and labours Unit (Norms No 2-12) (Norms No 2-14) (Norms No 2-9) (Norms No 2-15a) (Norms No 2-15b)
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Coolie Rs/day 390.00 1.25 487.50 1.59 620.10 1.00 390.00 3.00 1170.00 4.50 1755.00
Tools and plants % 3.00% 14.63 3.00% 18.60 3.00% 11.70 3.00% 35.10 3.00% 52.65
Subtotal 502.13 638.70 401.70 1205.10 1807.65
Contracror's Overhead % 15.00% 75.32 95.81 60.26 180.77 271.15
Rate/m³ ( Without VAT ) 577.45 734.51 461.96 1385.87 2078.8

Earthwork in excavation with 10m lead and 1.5 m lift in pipeline trench in :

Rate
Hard rock
Materials and labours Unit (Norms No. 2-16b)
Rs/unit
Quantity Cost Rs.
Coolie Rs/day 390.00 25.20 9 828.00
Tools and plants % 3.00% 294.84
Subtotal 10 122.84
Contracror's Overhead % 15.00% 1 518.43
Rate/m³ ( Without VAT ) 11 641.27

Earthwork in back filling for pipe line trench with compaction in layers of 20cm with water sprinkling and site clearance
Boulder/Gravel mixed soil
Hard soil Ordinary Soil Soft rock Site clearance per m²
Rate (Norms
Materials and labours Unit (Norms No 2-39c) (Norms No ) (Norms No 2-39e) N(1-8)
Rs/unit No 2-39d)
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Coolie Rs/day 390.00 0.63 245.70 0.6 234.00 0.5 195.00 1.1 429.00 0.16 62.40
Tools and plants % 3.00% 7.37 3.00% 7.02 3.00% 5.85 3.00% 12.87 0.00
Subtotal 253.07 241.02 200.85 441.87 62.40
Contracror's Overhead % 15.00% 37.96 36.15 30.13 66.28 9.36
Rate/m³ ( Without VAT ) 291.03 277.17 230.98 508.15 71.76

Estimated by Checked by Approved by

 B. Stone Works ( for 1m³ ) : With a lead of 30 m and upto height 5 m.
Dry stone soling in Stone masonary RR Stone masonary RR stone masonary in
Dry stone masonary
Rate foundation in mud mortar in 1:4 cs mortar 1:6 cs mortar
Materials and labours Unit (N6-2a)
Rs/unit (N 6-5) (N6- 2b) (N6-1b) (N6-1c)

Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Cement kg 15.35 - - - 159 2440.65 106 1627.10
Sand m³ 2270.30 - - 0.45 1021.64 0.47 1067.04
Block Stone m³ 1233.50 1.20 1480.20 1.10 1356.85 1.10 1356.85 1.10 1356.85 1.10 1356.85
Mud m³ 585.00 - - 0.42 245.70 - -
Mason no 550.00 - 1.00 550.00 1.00 550.00 1.50 825.00 1.50 825.00
Coolie no 390.00 1.50 585.00 2.00 780.00 2.25 877.50 5.00 1950.00 5.00 1950.00
Subtotal 2 065.20 2 686.85 3 030.05 7 594.14 6 825.99
Contracror's Overhead % 15.00% 309.78 403.03 454.51 1 139.12 1 023.90
Rate/m³ ( Without VAT ) 2 374.98 3 089.88 3 484.56 8 733.26 7 849.89

C. Concrete work in substructure and super structure (for 1m³ )

(With a lead of 30 m and all materials supplied )
P.C.C (1:3:6) work in sub P.C.C (1:2:4) work in sub P.C.C(1:1.5:3) work in sub P.C.C1:2:4) work In P.C.C(1:1.5:3) work In
Rate structure structure structure superstructure superstructure
Materials and labours Unit (N 7-2c) (N 7-2d) ( N7-2d +N7-4b) (N 7-4a) (N 7-4b)
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Cement kg 15.35 220 3377.00 320 4912 400 6140.00 320 4912.00 400 6140
Sand m³ 2270.30 0.47 1067.04 0.445 1010.28 0.425 964.88 0.445 1010.28 0.425 964.88
Aggregate-10-20mm m³ 4753.25 0.33 1568.57 0.86 4087.80 0.33 1568.57 0.86 4087.80
Aggregate-20-40mm m³ 3482.50 0.89 3099.43 0.52 1810.90 0.52 1810.90
W.P.C @2% kg 50.35
Skiled Labour no 550.00 1 550.00 1.00 550.00 1.00 550.00 0.80 440.00 0.80 440.00
Coolie no 390.00 4.00 1560.00 4.00 1560.00 4.00 1560.00 7.00 2730.00 7.00 2730.00
Subtotal 9 653.47 11 411.75 13 302.68 12 471.75 14 362.68
Contracror's Overhead % 15.00% 1 448.02 1 711.76 1 995.40 1 870.76 2 154.40
Rate/m ³ ( Without VAT ) 11 101.49 13 123.51 15 298.08 14 342.51 16 517.08

Estimated by Checked by Approved by

 D. Steel reinforcement (kg), form work (m²) ,Ferrocement work(per m²), and wood work(per m³) for door-window frame etc.

Barbinding work for

Steel rein for cement
Shuttering work for HDPE Formwork for fe-c,including chicken Wood work for door/
cutting,bending &placing
Rate slabs,etc(per m²) ferrocement works per m² wire,plain GI window frame per m³
Materials and labours Unit in place,etc,per kg
Rs/unit N8-2a (DWSS-Standard) wire,M.S.bars etc. per m² N10-I7
(N7-5)
(DWSS)

Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Steel bar kg 80.41 1.05 84.43 - 2.593 208.5
Binding wire kg 96.35 0.01 0.96 - 0.083 8 0.111 10.69
GI Plain wire kg 78.35 - - 2.083 163.2
Chicken wire m 376.64 - - 1.806 680.21
Nail kg 100.35 - 0.25 25.09 0.014 1.4
Hold fast no 30.35 92 2792.2
Screw no 0.50 184 92
Wood m³ 17655.00 - 0.0526/4x0.75 139.3 1.1 19420.5
Bamboo no 100.00 - - 0.333 33.3
32mmf HDP pipe m - 40.00
Skiled labour no 550.00 0.012 6.6 0.172 94.6 0.167 91.85 0.25 137.5 34 18700
coolie no 390.00 0.012 4.68 0.257 100.23 0.111 43.29 0.083 32.37 3.4 1326
Subtotal 96.67 359.22 177.84 1232.47 42330.7
Contracror's Overhead % 15.00% 14.50 53.88 26.68 184.87 6349.61
Rate / Unit ( Without VAT ) 111.17 413.1 204.52 1417.34 48680.31

E. Plastering Work (for 1m²)

20mm 1:4 c-s plaster
12.5mm thick 1:2 c-s 12.5mm thick 1:3 c-s plaster 12.5mm thick 1:4 c-s plaster 20mm 1:3 c-s plaster
Rate plaster( N12-1a) (N12-1b) (N12-1c) (N12-4a)
Materials and labours Unit (N12-4b)
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Cement kg 15.35 9.00 138.15 6.25 95.94 5.38 82.58 9.60 147.36 8.10 124.34
Sand m3 2270.30 0.0122 27.70 0.0128 29.06 0.0146 33.15 0.0195 44.27 0.022 49.95
W.P.C. kg 50.35
Skilled labour no 550.00 0.12 66.00 0.12 66.00 0.12 66.00 0.14 77.00 0.14 77.00
Coolie no 390.00 0.16 62.40 0.16 62.40 0.16 62.40 0.19 74.10 0.19 74.10
Subtotal 294.25 253.40 244.13 342.73 325.39
Contracror's Overhead % 15.00% 44.14 38.01 36.62 51.41 48.81
Rate/m² ( Without VAT ) 338.39 291.41 280.75 394.14 374.20

Estimated by Checked by Approved by

 F . Pointing ,Punning ,Barbed wire fencing, C.G.I. sheet roofing

G.I barbed wire fencing

G.I barbed wire fencing C.G.Isheet roofing (1m²)
3mm 1:1 c-s Punning 1:3 c-s Flush ruled Pointing on wooden posts (5
Rate (1m)
Materials and labours Unit (for 1m²) (N14 -6) (m²) (N14 -26) horz.,2 diagonals)@3mc/c
Rs/unit N24 -6 N -9 -1
for 1m

Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Cement kg 15.35 3.36 51.58 3.06 46.97
Sand m3
2270.30 0.0023 5.22 0.0063 14.30
GI Barbed wire m 16.22 - 1.1 17.84 8.333 135.16
Local wood m3
17655.00 0.006 105.93
CGI sheet-26G m2 516.37 - 1.20 619.64
Nuts & bolts no 12.54 - 3.00 37.62
J - hook no 14.05 - 2.50 35.13
U - hook no 2.00 LS 1.78 2.567 5.13
Skilled labours no 550.00 0.10 55.00 0.1 55.00 0.01076 5.92 0.033 18.15 0.11 60.50
Collies no 390.00 0.10 39.00 0.14 54.60 0.0538 20.98 0.067 26.13 0.125 48.75
Subtotal 150.80 170.87 46.52 290.50 801.64
Contracror's Overhead % 15.00% 22.62 25.63 6.98 43.58 120.25
Rate / Unit ( Without VAT ) 173.42 196.50 53.50 334.08 921.89

G. Enamel & Bitumen Paints and white washing (For 1m²)

Two coats of enamel paint Two coats of Bitumen paint Two coats of Snowcem paint Making gabion boxes Filling of Gabion crate
including cutting, wire, with block stone for 1
N-13-5 N-13-10 N-13-12 netting etc. and placing in m3
site and tying all complete
: Mesh size: hex.
Rate 100×120mm, Mesh wire-
Materials and labours Unit 10SWG, selvedge wire-7
Rs/unit
SWG) : size 2×1×1 m(N
16-05a+14-05a)

Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Primer L 275.35 0.081 22.30
Enamel L 425.35 0.16 68.06
Bitumen L 87.35 - 0.19 16.60
Snowcem L 45.35 - 0.5 22.68
GI Plain wire (10 SWG) kg 78.35 24.15 1892.15
Selvage wire (7 SWG) kg 78.35 3.15 246.80
Tying wire (12 SWG) kg 78.35 0.95 74.43
Block Stone m³ 1233.50 1.1 1356.85
Skilled labours no 550.00 0.12 66.00 0.04 22.00 0.065 35.75 0.45 247.50
Collies no 390.00 0.08 31.20 0.03 11.70 0.065 25.35 0.6 234.00 0.5 195.00
Subtotal 187.56 50.3 83.78 2694.88 1551.85
Contracror's Overhead % 15.00% 28.13 7.55 12.57 404.23 232.78
Rate/m² ( Without VAT ) 215.69 57.85 96.35 3099.11 1784.63

Estimated by Checked by Approved by

 H. HDPE Pipe Jointing (For 1m) Norms No 17 - 2
20,25mm dia HDPE For 32 mm dia HDPE For (1000m) 40,50mm dia HDPE For 63,75,90 mm dia HDPE 110,125 mm dia HDPE
Rate (1000m) (1000m) For (50m) For (50m)
Materials and labours Unit
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Plumber no. 570.00 1.00 570.00 1.00 570.00 1.50 855.00 1.00 570.00 1.50 855.00
Helper no. 390.00 1.00 390.00 1.00 390.00 1.50 585.00 1.00 390.00 1.50 585.00
Coolis no. 390.00 2.00 780.00 3.00 1170.00 3.00 1170.00 2.00 780.00 3.00 1170.00
Sub total - 1740.00 2130.00 2610.00 1740.00 2610.00
Contingencies 2.50% 43.50 53.25 65.25 43.50 65.25
Tools & plants day 150.00 1 150.00 1 150.00 1 150.00 1 150.00 1 150.00
Petrol L 125.41 0.25 31.35 0.25 31.35 0.25 31.35 0.5 62.71 0.5 62.71
Subtotal 1964.85 2364.60 2856.60 1996.21 2887.96
Contracror's Overhead % 15.00% 294.73 354.69 428.49 299.43 433.19
Grand Total 2259.58 2719.29 3285.09 2295.64 3321.15
Rate /m 2.26 2.72 3.29 45.91 66.42

I. GI Pipe jointing work (For 1m) N - 17- 4 a

15,20 mm dia GI 25,32 mm dia GI For 40,50mm dia GI 65,80 mm dia GI 100 mm dia GI
Rate
Materials and labours Unit For (30m) (30m) For (30m) For (30m) For (30m)
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Plumber no. 570.00 0.50 285.00 0.50 285.00 0.75 427.50 1.25 712.50 1.75 997.50
Helper no. 390.00 1 390.00 1.5 585.00 2 780.00 2 780.00 2 780.00
Coolis no. 390.00 1 390.00 1.5 585.00 2 780.00 3 1170.00 4 1560.00
Sub total 1065.00 1455.00 1987.50 2662.50 3337.50

Red lead , Hemp etc. 10% 106.50 145.50 198.75 266.25 333.75
Contingencies 2.50% 26.63 36.38 49.69 66.56 83.44
Subtotal 1198.13 1636.88 2235.94 2995.31 3754.69
Contracror's Overhead % 15.00% 179.72 245.53 335.39 449.30 563.20
Grand Total 1377.85 1882.41 2571.33 3444.61 4317.89
Rate /m 45.93 62.75 85.71 114.82 143.93

Estimated by Checked by Approved by

 J. Gravel Packing and door shutter

38 mm thick wooden 38 mm thick panelled Wood work for beams, 25 mm thick

Gravel packing for 1 m3 shutter with GI plain sheet wooden shutter for 1 m
2
Rate rafters,etc. per m³ eavesboard. per m²
Materials and labours Unit for 1 m [ Norms no 10-9)
2
[ Norms no 10-2) N10-I7 N10-I9
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Aggregate - 40mm m3 3482.50 1.05 3656.63 - - - -
Local wood m3 17,655.00 0.017 300.14 0.040 706.20 1.050 18537.75 0.0275 485.51
Nails kg 100.35 - LS 5.00 LS 5.00 LS 50.00 LS 25.00
Hinges no 35.05 - 1.34 46.97 2.84 99.54 0.00 0.00
Locking set no 132.11 - 0.45 59.45 0.47 62.09 0.00 0.00
Tower bolt 150mm no 65.05 - 0.89 57.89 0.95 61.80 0.00 0.00
Handle no 50.07 - 0.45 22.53 0.95 47.57 0.00 0.00
GI plain sheet no 401.58 2.07 831.27 0.00 0.00 0.00
Skilled labour no 550.00 1 550.00 3.12 1716.00 4.73 2601.50 17.60 9680.00 0.14 77.00
Collies no 390.00 3.5 1365.00 0.31 120.90 0.47 183.30 1.76 686.40 0.0143 5.58
Total 5571.63 3160.15 3767 28954.15 593.09
C.P&VAT 15.00% 835.74 474.02 565.05 4343.12 88.96
Rate /Unit 6407.37 3634.17 4332.05 33297.27 682.05

J. GI Pipe Joining (For 5 joints) Petrol welding

Rate 65,80mm dia GI For (5 joints)
Materials and labours Unit
Rs/unit Quantity Cost Rs.
Plumber no. 570.00 2.00 1140.00
Generator operator no. 570.00 2.00 1140.00
Helper no. 390.00 10.00 3900.00
Coolie no. 390.00 2.00 780.00
Sub total - 6960.00
Contingencies 2.50% 174.00
Tools & plants Rent day 5000.00 0.1 500.00
Fuel L 126.00 3 378.00
Welding rod no. 30.00 60 1800.00
Subtotal 2852.00
Contracror's Overhead % 15.00% 1471.80
Grand Total 11283.80
Rate /joint 2256.76
I. GI Pipe joining work with arc welded joints (For 1m)
25,32 mm dia GI 40,50mm dia GI For 65,80 mm dia GI 100 mm dia GI 125mm dia GI For (1 m)
Rate For (30m) (30m) For (1 m) For (1 m)
Materials and labours Unit
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Welder no. 550.00 0.29 159.50 0.45 247.50 0.70 385.00 0.93 511.50 1.17 643.50
Helper no. 390.00 0.29 113.10 0.45 175.50 0.7 273.00 0.93 362.70 1.17 456.30
Coolie no. 390.00 0.46 179.40 0.72 280.80 1.4 546.00 1.87 729.30 2.33 908.70
Welding rod no. 20.00 2 40.00 3 60.00 5 100.00 7 140.00 9 180.00
Iron plate no. 30.00 1 30.00 1 30.00 1 30.00 1 30.00 1 30.00
Petrol L 130.54 0.3 39.16 0.46 60.05 0.5 65.27 1 130.54 1.5 195.81
Mobil L 600.54 0.04 24.02 0.07 42.04 0.1 60.05 0.15 90.08 0.2 120.11
Hire of Generator day 1000.00 0.29 290.00 0.45 450.00 0.7 700.00 0.93 930.00 1.17 1170.00
Sub total 875.18 1345.89 2159.32 2924.12 3704.42
Contingencies 2.50% 21.88 33.65 53.98 73.10 92.61
Subtotal 897.06 1379.54 2213.30 2997.22 3797.03
Contracror's Overhead % 15.00 134.56 206.93 332.00 449.58 569.55
Grand Total 1031.62 1586.47 2545.30 3446.80 4366.58
Rate /m 171.94 264.41 424.22 574.47 727.76

Note:- 1. The rate per m is taken assuming one joint for a 6 m piece of pipe length
2. If generator is supplied by office, take zero rate of hire of generator.

Estimated by Checked by Approved by

 B.1 Stone Works ( for 1m3 ) : With a lead of 30 m and upto height 5 m.
RR stone masonary
Stone pitching with sand (N
Rate in 1:3 cs mortar
Materials and labours Unit 11-16)
Rs/unit (N6-1c)

Quantity Cost Rs. Quantity Cost Rs.

Cement kg 15.35 0.00 194 2977.90
Sand m3
2270.30 0.71 1611.91 0.42 953.53
Block Stone m3 1233.50 1.10 1356.85 1.10 1356.85
Mud m3 0.00 0.00 0.00
Mason No 550.00 1.00 550.00 1.50 825.00
Coolie No 390.00 3.50 1365.00 5.00 1950.00
Subtotal 4883.76 8063.28
Contracror's Overhead % 15.00% 732.56 1209.49
Rate/m ³ ( Without VAT ) 5616.32 9272.77

C.1 Concrete work in substructure with 2% WPC(for 1m 3 )

(With a lead of 30 m and all materials supplied )
P.C.C (1:2:4) work in sub P.C.C(1:1.5:3) work in
Rate structure with 2% W.P.C(N sub structure with 2%
Materials and labours Unit 7-2d)
Rs/unit W.P.C ( N7-2d +N7-4b)
Quantity Cost Rs. Quantity Cost Rs.
Cement kg 15.35 320.00 4912.00 400.00 6140.00
Sand m3 2270.30 0.445 1010.28 0.425 964.88
Aggregate-10-20mm m3 3482.50 0.33 1149.23 0.86 2994.95
Aggregate-20-40mm m3 3482.50 0.52 1810.90
W.P.C @2% Kg 50.35 6.40 322.24 8.00 402.80
Skiled Labour no 550.00 1.00 550.00 1.00 550.00
Coolie no 390.00 4.00 1560.00 4.00 1560.00
Subtotal 11314.65 12612.63
Contracror's Overhead % 15.00% 1697.20 1891.89
Rate/m ³ ( Without VAT ) 13011.85 14504.52

Estimated by Checked by Approved by

 D.1 Form work (m2)

Shuttering work for staging work for culvert, Wood work for beams,
Rate arch,dome,etc(per m2) bridge, dome, etc.(per rafters,etc. per m³
Materials and labours Unit N8-2a m³) N15-31a N10-I7
Rs/unit

Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.

Nail kg 100.35 0.25 25.09 0.00 0.00
Wood for formwork m3 17655.00 0.0526/4x0.75 174.12 1.05
Wood for scaffolding m3 17655.00 0.075/4x0.75 248.27
Skiled labour no 550.00 0.26 143.00 0.5 275.00 0.5 275.00
coolie no 390.00 0.389 151.71 0.5 195.00 0.5 195.00

Subtotal 742.19 470.00 470.00

Contracror's Overhead % 15.00% 111.33 70.50 70.50
Rate/m² ( Without VAT ) 853.52 540.5 540.5

E.1 Plastering Work with 2% WPC (for 1m 2)

12.5mm thick 1:2 c-s 12.5mm thick 1:3 c-s 20mm 1:3 c-s plaster 20mm 1:6 c-s plaster
plasterwith 2% W.P.C ( plaster with 2% with 2% W.P.C
Rate N12-1a) W.P.C(N12-1b) (N12-4a) (N12-4c)
Materials and labours Unit
Rs/unit
Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs. Quantity Cost Rs.
Cement kg 15.35 9.00 138.15 6.25 95.94 9.60 147.36 5.70 87.50
Sand m3
2270.30 0.0122 27.70 0.0128 29.06 0.0195 44.27 0.0235 53.35
W.P.C. kg 0.00 0.18 0.00 0.13 0.00 0.19 0.00 0.00
Skilled labour no 550.00 0.12 66.00 0.12 66.00 0.14 77.00 0.14 77.00
Coolie no 390.00 0.16 62.40 0.16 62.40 0.19 74.10 0.19 74.10
Subtotal 294.25 253.40 342.73 291.95
Contracror's Overhead % 15.00% 44.14 38.01 51.41 43.79
Rate/m² ( Without VAT ) 338.39 291.41 394.14 335.74

Estimated by Checked by Approved by

 H.1 HDPE Pipe Jointing (For 1m) Norms No 17 - 2
Material and labour Unit Rate Rs/unit 140-180 mm dia HDPE For 200-250 mm dia HDPE
(50m) For (50m)
Quantity Cost Rs. Quantity Cost Rs.
Plumber no. 570.00 2.00 1140.00 3.00 1710.00
Helper no. 390.00 2.00 780.00 3.00 1170.00
Coolis no. 390.00 4.00 1560.00 6.00 2340.00
Sub total 3480.00 5220.00
Contingencies 2.50% 87.00 130.50
Tools & plants day 150.00 2.00 300.00 2.00 300.00
Petrol L 125.41 1.00 125.41 1.50 188.12
Total 3992.41 5838.62
C.P&VAT 15.00% 598.86 875.79
Grand Total 4591.27 6714.41
Rate /m 91.83 134.29

I.1 GI Pipe jointing work (For 1m) N - 17- 4 a

Material and labour Unit Rate 125 mm dia GI For
Rs/unit (30m)
Quantity Cost Rs.
Plumber no. 570.00 2 1140.00
Helper no. 390.00 2.5 975.00
Coolis no. 390.00 5 1950.00
Subtotal 4065.00

Red lead , Hemp etc. 10% 406.50

Contingencies 2.50% 101.63
Total 4573.13
C.P 15.00% 685.97
Grand Total 5259.10
Rate /m 175.30

Estimated by Checked by Approved by