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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.3 LAdmitted-Finance | -35.00% | ₹12.3 L | L1 | Admitted-Finance |
| 2 | L2₹13.1 L+₹75,965.43 (6.15%)Admitted-Finance | -31.00% | ₹13.1 L+₹75,965.43 (6.15%) | L2 | Admitted-Finance |
| 3 | L3₹13.3 L+₹95,716.44 (7.75%)Admitted-Finance | -29.96% | ₹13.3 L+₹95,716.44 (7.75%) | L3 | Admitted-Finance |
| 4 | L4₹13.9 L+₹1.5 L (12.3%)Admitted-Finance | -27.00% | ₹13.9 L+₹1.5 L (12.3%) | L4 | Admitted-Finance |
| 5 | L5₹14.1 L+₹1.8 L (14.2%)Admitted-Finance | -25.75% | ₹14.1 L+₹1.8 L (14.2%) | L5 | Admitted-Finance |
Tender Value
₹19 L
EMD Value
₹38,000
Closing Date
23 Mar 2026, 4:00 pmClosed
Executive Engineer
Mini Sectt Bandipore
Construction of lining wall, retaining wall re-sectioning of spots for revival of Old Reshi Khul and critical retrofitting works on New Reshi Khul and Dehgam Khul
2026_IFC_305449_1
E-NIT No 23 of 2025-2026
Open Tender
Civil Works
Percentage
25 days
Bandipore
Please refer Tender documents.
2 documents required · 2 mandatory
₹800
Yes
Executive Engineer
₹38,000
Yes
1 Apr 2026
6 Mar 2026
24 Mar 2026
6 Mar 2026
23 Mar 2026
6 Mar 2026
Earth work in bulk excavation by manual means 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. All kinds of soil :
Providing and laying stone soling in horizontal on level
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 specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Columns, pillars, piers, abutments, posts and struts.
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: With 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 stones on level in horizontal incld. Supply of stones
Hand packing stones into wire crates excld. Cost of crates and stones
Supply of nallah stones (boulders)
Cost of B.A Wire
Providing, installation, commissioning & testing of Double winch machine complete set of standard quality of 5 tonne capacity with coupling road, coupling set double threaded 50mm dia winch rod, Gears, Pedestal Rain Cover, Grease Lids, MS Sleeves, operating Handling with locking arrangement including greasing & oiling complete job including all carriage & extra carriage upto site of work (subject to actual)
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.
Silt clearance from canals. Inclusive of initial lead and lift ( 50m & 1.5m respectively ) Dry
Carriage of materials from source to road site of work by mechanical transport incld. Loading unloading and stacking: Stone soling for an av lead of 05 km
40mm aggregate for an av lead of 40 km
20mm aggregate for an av lead of 40 km
Sand for an av lead of 30 km
Cement / steel for an av lead of 05 km
Quarry stones from Saderkoot for an av lead of 30 Km
Carriage of materials from road site to site of work by manual means incld. Loading unloading and stacking for an av lead of 300 mtr. Stone soling
40mm aggregate
20mm aggregate
Cement
steel
Quarry
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