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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.7 LAdmitted-Finance | -41.41% | ₹11.7 L | L1 | Admitted-Finance |
| 2 | L2₹11.9 LAdmitted-Finance | -40.69% | ₹11.9 L | L2 | Admitted-Finance |
| 3 | L3₹12.1 LAdmitted-Finance | -39.44% | ₹12.1 L | L3 | Admitted-Finance |
| 4 | L4₹12.1 LAdmitted-Finance | -39.36% | ₹12.1 L | L4 | Admitted-Finance |
| 5 | L5₹12.2 LAdmitted-Finance | -39.13% | ₹12.2 L | L5 | Admitted-Finance |
Updated dates
Tender Value
₹20 L
EMD Value
₹40,000
Closing Date
2 Feb 2026, 1:00 pmClosed
Executive Engineer PWD(RandB)nagrota Jammu
Executive Engineer PWD(RandB)nagrota Jammu
Construction of 6.00Mtr Span Culvert at Kanger Mishriwala link road (Under Bridge sector of Capex Budget
2026_PWDJK_300765_1
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
₹40,000
27 Feb 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 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)
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
Centering and shuttering including strutting, propping etc. and removal of form work for:
Foundations, footings, bases of columns etc. for mass concrete.
Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Columns, pillars, piers, abutments, posts and struts
Suspended floors, roofs, landings, balconies and access platforms.
Edges of slabs and breaks in floors and walls Above 20 cm wide
Engaging JCB for Diversion of road for smoothly vehicular moment.
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.
Carriage of material by M.T including loading unloading and stacking at site complete
Sand / Stone Agg. Below 40mm for an av. Lead 15.00 Km.
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