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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹11.5 LAdmitted-Finance | -52.00% | ₹11.5 L | L1 | Admitted-Finance |
| 2 | L2₹11.6 LAdmitted-Finance | -51.51% | ₹11.6 L | L2 | Admitted-Finance |
| 3 | L3₹12.8 LAdmitted-Finance | -46.70% | ₹12.8 L | L3 | Admitted-Finance |
| 4 | L4₹15.0 LAdmitted-Finance | -37.48% | ₹15.0 L | L4 | Admitted-Finance |
Tender Value
₹24 L
EMD Value
₹48,000
Closing Date
16 Feb 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_302465_1
89 of 2025-26
Open Tender
Civil Works
Executive Engineer PWD RnB Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹800
Executive Engineer PWD RnB Division Banihal
₹48,000
Executive Engineer PWD RnB Division Banihal
23 Feb 2026
6 Feb 2026
17 Feb 2026
6 Feb 2026
16 Feb 2026
6 Feb 2026
10 Feb 2026
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 :
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: Ordinary Rock
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 in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 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. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone Nallah
Dumping Stone including cost of Stone in Horizontal on level including carriage (filling of stone)
Filling 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.
Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
Centering and shuttering including strutting, propping etc. and removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe
Carriage of Material by Mechnical Transport including Loading, including stacking 1. Sand for an avg lead of 90 Km
2. Aggregate < 40 mm for an avg lead of 30 Km
3. Stone for an avg lead of 10 Km by MT
4. RCC Pipe for an avg lead of 160 Km by MT
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