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 And Sump For Solar Lift Irrigation Scheme At Darul Darchiks. in Kargil, Ladakh, with an estimated contract value of Rs. 96,04,000. The bid opening date for this tender is 21-05-2025 and the last date for bid submission is 05-06-2025. 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
₹ 1,92,100Document Cost
₹ 960Tender Fee
Refer Documents
Summary
Construction Of Feeding Channel And Sump For Solar Lift Irrigation Scheme At Darul Darchiks.
Description
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Contact
Tender Id
2025_PWD_16365_4Tender No
e-Tender 14 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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Hard Rock (RB) 15%
117.1
1182
-
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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 :
1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded
stone aggregate 40 mm nominal size derived from natural sources)
1.4
5539
-
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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)
151.88
7734
-
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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..
364.5
5084
-
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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
270
560
-
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Hand-packing stones in wire-crates/ gabions; including cost of crates and stones
746.64
1935
-
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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
945.75
614
-
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Random rubble masonry with hard stone in foundation and plinth including
levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded
stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)
196.88
5544
-
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Random rubble masonry with hard stone laid dry in foundation, plinth &walls. Laid without bond stone
131.25
3880
-
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Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4
(1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal
size).
157.5
470
-
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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :
1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm
nominal size)
33.68
10742
-
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Steel reinforcement for R.C.C. work including straightening, cutting, bending,placing in position and binding all complete upto plinth level.4 Hot rolled deformed bars
1347.36
105
-
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Dewatering/Diversion of flow during execution o fwork at head work site.As per the direction of Site Engineer.
1
24600
-
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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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Stone 250Mtr by Headload.
1074.73
403
-
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Sand/Aggregates 70Km by MT and 500Mtr by Headload.
771
1385
-
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Cement 70Km by MT and 500Mtr by Headload.
152.62
976
-
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Crate/Steel 70Km by MT and 500Mtr by Headload.
6.97
1267
-
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