Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date24 Mar 2025
Closing Date9 Apr 2025
Tender Amount₹ 29,91,000 
Notes
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Costs

Summary

Completion Of Balance Work For Construction Of Gyalding Zamba Irrigation Khul/water Way

Description

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BOQ Items

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DO_NOT_SHOW

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All kind of soil 40%

36.64

431

15806.5

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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

868

614

533698.48

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Sand/Aggregates average lead of 10Km by MT and 150Mtr by Headload.

493.89

555

274202.79

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

10.8

225

2431.62

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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 40mm, 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.

336.9

5084

1712799.6

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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

133.65

213

28503.54

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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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Hard Rock (RB) 40%

36.64

1263

46285.48

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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

24.3

7734

187949.81

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Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:

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-

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Diversion /Dewatering during execution of work as per the direction of site engineer

1

82000

82000



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