Public Works Department Tender
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The PWD has issued a formal invitation for competitive bids for the Public Works Department project, for Construction Of Feeding Channel Including Sump And Protection Work For Lift Irrigation Samrah in Kargil, Ladakh, with an estimated contract value of Rs. 52,80,000. The bid opening date for this tender is 09-05-2025 and the last date for bid submission is 28-05-2025.Interested bidders for Public Works Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 1,05,600Document Cost
₹ 530Tender Fee
Refer Documents
Summary
Construction Of Feeding Channel Including Sump And Protection Work For Lift Irrigation Samrah
Description
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Contact
Tender Id
2025_PWD_16254_3Tender No
e-Tender 12 of 2025-26/INFC KargilTender Authority
Public Works Department ViewPurchaser Address
-Website
http://tenders.ladakh.gov.in
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Documents
BOQ Items
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Earth work in excavation by manual means in trench 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 50mtr from cutting edge, disposed earth to be leveled and neatly dressed in:
-
-
-
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All kind of soil 70%
197.51
431
85207.7891
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Ordinary rock 30%
84.65
954
80798.425
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Providing and laying in position of cement concrete in 1:2:4(1cement:2coarse sand (zone-111)derived from natural source:4 graded stone aggregate 40mm nominal size derived from natural source
44.4
7734
343414.464
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Reinforced cement concrete work in (wall any thickness)including attached pilasters ,buttersess,plinth and string coarses,filletes,columns ,pillarse,pirse,abutments,posts and struts etc above plinth level upton floor five level excluding cost of centering shuttring finishing and reinforcement 1:1.5:3(1cement:1.5corse sand :3graded stone aggregate 20mm nominal size (crusshed)
148.75
10742
1597961.75
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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..
204.4
5084
1039169.6
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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished40 mm thick with 20 mm nominal size stone aggregate
34
560
19043.4
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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
1446.5
614
889394.99
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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
124.95
213
26648.0865
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Reinforcement for RCC work including strainghtening cutting,bending,placing in position and binding all complete.Hot rolled deformed bars
3541.22
103
365701.78939999995
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Disposal of excavated surplus earth /Mulba for an average lead upto 3Km by MT and 300 mtr by HeadLoad
158.1
587
92839.482
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Dewatring/diversion of nallah at head work during the excuvation of work and including all necessary arrangment as per the direction of site engineer in charge.
1
65600
65600
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Dumping /Filling of stone in horizontal on level including cost of stone
29.1
922
26834.565000000002
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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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Sand /stone aggregate for an average lead of 25Km by MT and300 mtr by headload .
479.57
828
397371.702
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Cement for an average lead of 95 kmt by Mt and300mtr by Headload
110.33
1109
122373.62280000001
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Steel 95Km by Mtand 300 mtr by Headload
3.54
1326
4694.3232
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Stone average lead of 15Km bt MT and 300 Mtr by Head load
29.1
823
23967.342
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