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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6.4 LAdmitted-Finance | -28.60% | ₹6.4 L | L1 | Admitted-Finance |
| 2 | L2₹6.7 LAdmitted-Finance | -25.20% | ₹6.7 L | L2 | Admitted-Finance |
| 3 | L3₹6.8 LAdmitted-Finance | -24.00% | ₹6.8 L | L3 | Admitted-Finance |
| 4 | L4₹7.0 LAdmitted-Finance | -21.00% | ₹7.0 L | L4 | Admitted-Finance |
| 5 | L4₹7.0 LAdmitted-Finance | -21.00% | ₹7.0 L | L4 | Admitted-Finance |
Tender Value
₹8.9 L
EMD Value
₹17,800
Closing Date
11 Mar 2026, 4:00 pmClosed
Executive Engineer
Executive Engineer PWD RNB Division Kishtwar
Please refer BOQ
2026_PWDJK_305141_15
e-NIT No. 79 of 2025-26 Dated 03-03-2026
Open Tender
Civil Works
30 days
KISHTWAR
Please refer NIT
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RNB Division Kishtwar
₹17,800
4 Apr 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
11 Mar 2026
3 Mar 2026
Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 1:3:6 or richer mix (i/c equivalent design mix)
Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge.
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 stones in Horizontal levels including cost of stone.
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)
PProviding 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) 20% plum
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 for: Suspended floors, roofs, landings, balconies and access platforms.
Centering and shuttering including strutting, propping etc. and removal of form work for:Edges of slabs and breaks in floors and walls Under 20 cm wide
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.
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)
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.
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
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 15 mm dia. nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia. nominal bore
Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete 25 to 40 mm nominal bore
Carriage of sand at an average distance of 30Km by MT
Carriage of stone aggregate at an average distance of 07 Km by MT
Carriage of stone aggregate above 40mm at an average distance of 05 Km by MT
Carriage of Mulba at an average distance of 05 Km by MT
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