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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.9 LAdmitted-Finance | -50.11% | ₹33.9 L | L1 | Admitted-Finance |
| 2 | L2₹35.0 L+₹1.1 L (3.21%)Admitted-Finance | -48.51% | ₹35.0 L+₹1.1 L (3.21%) | L2 | Admitted-Finance |
| 3 | L3₹36.5 L+₹2.6 L (7.76%)Admitted-Finance | -46.24% | ₹36.5 L+₹2.6 L (7.76%) | L3 | Admitted-Finance |
| 4 | L4₹40.0 L+₹6.1 L (17.9%)Admitted-Finance | -41.20% | ₹40.0 L+₹6.1 L (17.9%) | L4 | Admitted-Finance |
| 5 | L5₹42.3 L+₹8.4 L (24.7%)Admitted-Finance | -37.77% | ₹42.3 L+₹8.4 L (24.7%) | L5 | Admitted-Finance |
Tender Value
₹68.0 L
EMD Value
₹1.4 L
Closing Date
3 Aug 2026, 6:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Construction of Road from Bathuna to Dabbi . (under District Capex 2026-27)
2026_PWDJK_315669_7
Short e-NIT No. 40 of 2026-2027/Nagrota Dated 11-07-2026
Open Tender
Civil Works
Percentage
60 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Yes
Executive Engineer PWD(RandB)nagrota Jammu
₹1.4 L
Yes
17 Aug 2026
11 Jul 2026
4 Aug 2026
11 Jul 2026
3 Aug 2026
13 Jul 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 |
|---|---|---|---|---|---|
| 1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | |||||
| 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 metr AKS | |||||
| 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 brick 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 | |||||
| 7Centring and Shuttering including strutting, propping etc and removal of foRmt work for :- | |||||
| 7.01 | Foundations, footings, bases of columns etc. for mass concrete. | - | Sqm | - | - |
| 8Providing,laying,spreading,compacting and rolling RBM including supply of material to site of work complete job. | |||||
| 9Providing and Laying WBM Gr-II (with speacified stone aggergrates Stone screenings and binding Material complete including sorting , spreading to templete and consiolidations with power Road Roller 8 to 10 ton capacity etc. and base stone aggerate 63 mm to 45 mm size incl. stone screning size 13.20mm | |||||
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