Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date31 Jul 2024
Closing Date10 Aug 2024
Tender Amount₹ 6,67,000 
Notes
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Costs

Description

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Earth work in excavation by manual means in trenches for foundation ,drains, pipes ,cables etc.(Not exceeding 1.5mtr in width ) and for shafts, wells, cesspits and the like not exceeding 10sqm on plan ,depth up to 1.5mtr including disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed in:

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All kind of soil 60%

34.94

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Ordinary rock 40%

23.29

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Dumping /filling of stone in horizontal on level including cost of stone & all carriage complete.

20.16

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Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering. All work up to plinth level 1:2:4 (1 cement: 2 course sand: 4 graded stone aggregate 20mm nominal size (nallah).Including all carriage complete.

53.76

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Cement concrete flooring 1:2:4 (1cement:2 course sand:4 graded stone agregade) finished with a floatin coat of neat cement including cement slurry ,but excluding soct of nosing of steps etc. complete 50mm thick with 20mm nominal size stone agregate nallah including all sorts of carriage complete

44.8

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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

224

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Filling of avalable excavated earth (excluding rock) in trenches plinth ,side s of foundation etc. layers not exceeding 20Cm in depth ,consoloadating each deposited layer by ramming and watering lead upto 50mtr and lift upto i.5 mtr

29.12

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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.

1

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Disposal of excavated surplus earth /Mulba for an average lead upto 05 Km by MT and 250 mtr by Head load as per the direction of site engineer.

63.61

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