Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Eprocure
Opening Date21 May 2025
Closing Soon5 Jun 2025
Tender Amount₹ 98,74,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Hard Rock (RB) 30%

114.6

1182

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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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All kind of soil 20%

68.29

431

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Ordinary rock 50%

170.73

954

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Hard Rock (RB) 30%

102.44

1263

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

139.94

225

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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 complete..

93

5084

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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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) Crushed

531.34

7734

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished 40 mm thick with 20 mm nominal size stone aggregate

600

560

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Centering and shuttering including strutting, propping etc. and removal form for:-

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-

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Walls (any thickness) including attached pilasters buttresses, plinth and string course etc.

2230

614

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Sofit of Slab

2.68

714

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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.

57

213

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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.

402

106

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Hand packing stones in wire crates including cost of crates , stone and carriage by headload of avg 350 Mtr

44.64

2460

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providing and Fixing of steel escape and wash out Gate including all necessary arrangemnet for closing and opening the gate and applying a coat of priming and painting as per the direction of site engineer ..

150

123

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Provision for supply of Irrigation water to the fields during execuation of work by way of providing and laying temporary pipes as per site requirement and as per the direction of site engineer complete.

1

12300

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Sand/Aggregates 27Km by MT and 2800Mtr by Headload.

852.44

2840

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Cement 30Km by MT and 2800Mtr by Headload.

196.59

1398

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Steel 30Km by MT and 2800Mtr by Headload.

0.4

2533

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