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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.5 LAdmitted-Finance | -38.67% | ₹5.5 L | L1 | Admitted-Finance |
| 2 | L2₹5.9 LAdmitted-Finance | -34.52% | ₹5.9 L | L2 | Admitted-Finance |
| 3 | L3₹7.1 LAdmitted-Finance | -21.00% | ₹7.1 L | L3 | Admitted-Finance |
| 4 | L4₹8.7 LAdmitted-Finance | -3.00% | ₹8.7 L | L4 | Admitted-Finance |
| 5 | L5₹8.9 LAdmitted-Finance | -1.00% | ₹8.9 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹9 L
EMD Value
₹18,000
Closing Date
2 Feb 2026, 1:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Restoration of road from main road Kah Potha to Khua Bar and other allied links. (Under Capex Budget).
2026_PWDJK_300765_4
e-NIT No 70 of 2025-2026 Dated 14-01-2026
Open Tender
Civil Works - Roads
30 days
Executive Engineer PWD(RandB)nagrota Jammu
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD(RandB)nagrota Jammu
₹18,000
27 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
2 Feb 2026
16 Jan 2026
Slip Clearance 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)
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Providing, Laying Watering and Compacting in layers not exceeding 200mm thick with 80-100 KN Road Roller, River Bed Material free of organic material mixed with coarse aggregate / Round nallah shingle maximum aggregate size 75mm including carriage from source of supply to site of work inclusive of all leads and lifts complete.
Providing and laying WBM grade 2 with specified stone aggregates, 63mm to 45mm of size, including stone screenings, 13.20 nominal size and binding material complete including sorting, spreading to template and consolidations, with power road roller 8 to 10 capacity etc.
Carriage of Material by Mechanical Transport
Sand/Stone agg below 40mm for an avg. lead of 10.00Kms
Stone agg above 40mm for an avg. lead of 10.00Kms
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