Public Works Department Tender

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Public Works Department - PWD Tender

Works
Eprocure
Opening Date10 Jan 2025
Closing Soon16 Jan 2025
Tender Amount₹ 4,92,000 
Notes
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Costs

Description

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BOQ Items

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Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge.

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Ordinary Rock

94.5

392

37119.6

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All kind of soil

40.5

187

7585.65

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

150

218

32760

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Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

3.17

4826

15295.18

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Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) using 30 % stones

38.35

4352

166932.56

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Cetering and shuttering including strutting propping etc and removal of form for foundation footings, bases of columns etc for mass concret.

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-

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Foundations, footings, bases of columns etc. for mass concrete

72

286

20617.2

48

628

30189.6

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P/L and Supply of 0.9 m dia hume pipes including carriages/loading/unloading etc

3

12000

36000

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P/L and Supply of 0.6 m dia hume pipes including carriages/loading/unloading etc

2

6200

12400

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Banking river/nallah bed material free from organic matter etc in layers not exceeding 20cm in depth, breaking clods,watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc all complete

183.75

350

64312.5

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Carriage of material within avg. lead from source to site of work

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Sand 35.0 KM by MT

19.16

575

11027.11

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Agg./dust/screening Below 40 mm 40.0 KM by MT

37.2

630

23463.53



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