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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.1 LAdmitted-Finance | -38.80% | ₹6.1 L | L1 | Admitted-Finance |
| 2 | L2₹6.3 LAdmitted-Finance | -37.00% | ₹6.3 L | L2 | Admitted-Finance |
| 3 | L3₹6.7 LAdmitted-Finance | -32.70% | ₹6.7 L | L3 | Admitted-Finance |
| 4 | L4₹7.9 LAdmitted-Finance | -21.12% | ₹7.9 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non-Responsive |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
4 May 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of road from Kha Potha to Upper Slay and other allied links.(Under Capex Budget) (2nd Call
2026_PWDJK_308349_2
Short e-NIT No. 05 of 2026-2027/Nagrota Dated 21-04-2026
Open Tender
Civil Works
90 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Convener, purchase committee, Directorate of ISM
₹20,000
Yes
11 May 2026
22 Apr 2026
5 May 2026
22 Apr 2026
4 May 2026
22 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | |||||
| 2Earth 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 | |||||
| 3Providing 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) | |||||
| 4Providing 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) | |||||
| 5Random 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) | |||||
| 6Providing 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 | |||||
| 7Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | |||||
| 8Filling 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. | |||||
| 9Hand 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 | |||||
| 10Carriage of Material by Mechanical Transport | |||||
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