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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.9 LAdmitted-Finance | -45.82% | ₹11.9 L | L1 | Admitted-Finance |
| 2 | L2₹12.5 LAdmitted-Finance | -43.11% | ₹12.5 L | L2 | Admitted-Finance |
| 3 | L3₹13.5 LAdmitted-Finance | -38.46% | ₹13.5 L | L3 | Admitted-Finance |
| 4 | L4₹14.0 LAdmitted-Finance | -36.56% | ₹14.0 L | L4 | Admitted-Finance |
| 5 | L5₹15.2 LAdmitted-Finance | -30.70% | ₹15.2 L | L5 | Admitted-Finance |
Tender Value
₹22 L
EMD Value
₹44,000
Closing Date
23 Jan 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of Road from Main Road Jhajjar Kotli to Churta Road. (Length 9.50 Kms) (Under Capex Budget).
2026_PWDJK_300491_10
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
₹44,000
14 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 kinds 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: 1:5:10 (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 but 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)
Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand)
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
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
Hand pack stone filling in wire crates including cost of crate wire and stones all complete as per direction of Engineer-in-charge (Crate size 6.00x1.20x1.20 mtr) complete job
Carriage of Material by Mechanical Transport
Sand/Stone Agg Below 40 mm for an avg. lead of 15.00 kms
Stone for an avg. lead of 15.00 kms
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