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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.3 LAdmitted-Finance | -47.86% | ₹18.3 L | L1 | Admitted-Finance |
| 2 | L2₹18.4 LAdmitted-Finance | -47.31% | ₹18.4 L | L2 | Admitted-Finance |
| 3 | L3₹19.7 LAdmitted-Finance | -43.60% | ₹19.7 L | L3 | Admitted-Finance |
| 4 | L4₹20.5 LAdmitted-Finance | -41.34% | ₹20.5 L | L4 | Admitted-Finance |
| 5 | L5₹21.4 LAdmitted-Finance | -39.00% | ₹21.4 L | L5 | Admitted-Finance |
Tender Value
₹35 L
EMD Value
₹70,000
Closing Date
24 Jan 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Permanent Restoration of College Link Road.
2026_PWDJK_300657_11
e-NIT No. 68 of 2025-26 Dt. 14-01-2026
Open Tender
Civil Works
90 days
Bhaderwah
These documents are to be submitted as non-sensitive document from my document area of bidder
3 documents required · 3 mandatory
₹600
Executive Engineer
₹70,000
16 Feb 2026
15 Jan 2026
27 Jan 2026
15 Jan 2026
24 Jan 2026
15 Jan 2026
Earth work in excavation by manual means 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: 1 meter from cutting edge All kinds of soil
Earth work in excavation by manual means 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: 1 meter from cutting edge Ordinary Rock
Earth work in excavation by manual means 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: 1 meter from cutting edge Hard Rock (Blasting prohibited )
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) Using 20% Plum Nallah
Random 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)
Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone
Providing 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
Dumping stone including cost of stones in Horizontal on level
Dumping stone excluding cost of stones in Horizontal on level
Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns
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 :
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. 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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.
Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Carriage of Materials
Stone for an Avg. distance of 5 Kms by MT
Sand and Aggregate below 40mm for an Avg. distance of 30 Kms by MT
RCC Pipe 600mm for an Avg. distance of 200 Kms by MT
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