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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Finance | -8.00% | ₹7.4 L | L1 | Admitted-Finance |
| 2 | L2₹7.8 LAdmitted-Finance | -3.00% | ₹7.8 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹8 L
EMD Value
₹16,000
Closing Date
23 Jan 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of road from National Highway to Majrakote and other allied links. (Under capex Budget 2025-26)
2026_PWDJK_300491_20
short Enit-69 of 2025-26 dated 12-01-2026
Open Tender
Civil Works
25 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹16,000
11 Feb 2026
13 Jan 2026
24 Jan 2026
13 Jan 2026
23 Jan 2026
13 Jan 2026
In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m.
Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres:All kind of soil
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with in1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete
Carriage of the materials from source to site of work by mechanical transport including loading / unloading and stacking at site for an avg lead of 10 km .
Sand /Stone Agg. Below upto 40mm size for an avg. lead of 10 km
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