Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date24 Mar 2025
Closing Date9 Apr 2025
Tender Amount₹ 69,98,000 
Notes
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Costs

Summary

Construction Of Percolation/reservoir Tank At Talmadoo With Protection Bund By Cement Concrete

Description

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BOQ Items

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Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing and all carriage complete..

582.5

5084

2961430

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Carriage of different materials from sources to actual site of work including loading unloading and stacking complete.

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-

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Dumping /filling of stone in horizontal on level excluding cost of stone .

6.4

225

1440.64

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Providing and fixing of 80mm dia Gate valve with necessary fittings ,washer,nuts /bolts etc complete job

1

20500

20500

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Hard Rock (BP) 05%

13.95

1987

27731.48

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Ordinary rock 15%

41.87

841

35253.7

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Ordinary rock 15%

49.73

954

47467.29

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

93.28

8755

816734.49

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Reinforcement for R.C.C work including straightening cutting,bending, placing in position and binding all complete.Hot rolled deformed bars.

8395

103

866951.65

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All kind of soil 80%

223.31

531

118586.54

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Centring and shuttering including strutting propping etc,and removal of form work for Walls (any thickness) incld. attached pilasters, buttresses, plinth & string courses etc. incl. form work for suspended floor Foundations etc, Complete job

1794.6

614

1103427.76

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

199

168

33627.02

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Stone Aggregate crushed/Sand 80Km by MT and 300Mtr by Headload.

120.25

1314

158101.09

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Steel 90Km by MT and 300Mtr by Headload.

8.39

1286

10796.25

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Earth work in excavation by manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m

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-

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Sand/Aggregates Nallah 10Km by MT and 300Mtr by Headload.

659.62

674

445144.56

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Earth work in excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in charge.

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Cement 90Km by MT and 300Mtr by Headload.

141.48

1069

151366.62



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