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Tender ID
Tender Value
₹1.0 Cr
EMD Value
₹2.1 L
Closing Date
30 Mar 2026, 4:00 pmClosed
Executive Engineer I-FC Division Kargil
Executive Engineer I-FC Division Kargil
Completion of balance work of Remodeling/Spot treatment of Zamindari khul Minjee Khas.
2026_PWD_18615_7
e-Tender 81 of 2025-26/INFC Kargil
Open Tender
Civil Works - Canal
Works
180 days
Kargil
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,050
Payable To Executive Engineer I-FC Division Kargil
₹2.1 L
14 Mar 2026
14 Mar 2026
31 Mar 2026
14 Mar 2026
30 Mar 2026
16 Mar 2026
Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 50m
All Kind of Soil 70%
Ordinary Rock 15%
Hard Rock (BP) 15%
Dumping stone filling in horizantal on level excluding Cost of stones Nallaha
Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size)
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..
Cement concrete flooring 40mm thick 1:2:4(1cement: 2 Coarse sand: 4 graded stone agg.) finished with a floating coat of net cement slurry, but excluding the cost of nosing of step etc. comlepte 40mm thick with 20mm size stone agg.
Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness
Carriage of material from source to site of work
(i)Stone Qtty vide by an avg lead of 5 Km by MT 300 Mtr by Head load
(ii)(Stone+Agg.) by an avg lead of 15 Km by MT 300 Mtr by Head load
(ii)Cement by an avg lead of 12 Km by MT 300 Mtr by Headload
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