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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹17.7 LAdmitted-Finance | -41.55% | ₹17.7 L | L1 | Admitted-Finance |
| 2 | L2₹18.4 LAdmitted-Finance | -39.02% | ₹18.4 L | L2 | Admitted-Finance |
| 3 | L3₹18.6 LAdmitted-Finance | -38.36% | ₹18.6 L | L3 | Admitted-Finance |
| 4 | L4₹18.9 LAdmitted-Finance | -37.37% | ₹18.9 L | L4 | Admitted-Finance |
| 5 | L5₹19.4 LAdmitted-Finance | -35.88% | ₹19.4 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹30.2 L
EMD Value
₹60,400
Closing Date
2 Feb 2026, 1:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of culvert by giving T-wire protection at main road JA road near Thather, Bhalwal, Jammu. (Under Capex Budget).
2026_PWDJK_300765_8
e-NIT No 70 of 2025-2026 Dated 14-01-2026
Open Tender
Civil Works - Roads
40 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹60,400
12 Mar 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
Earth 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.
Providing and laying in position T-wire crates of size (6mt x 1.2mt x 1.2mt) including cost of stones and cost of crates complete job.
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: 1:4:8 (1 cement : 4 coarse sand : 8 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)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Carriage of Material by Mechanical means for an avg. lead of 10 Kms
Stone aggregate above 40 mm
Stone aggregate below 40 mm
Stone boulders nallah for average lead 5.0 Km
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