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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹22.1 LAdmitted-Finance | -38.51% | ₹22.1 L | L1 | Admitted-Finance |
| 2 | L2₹22.8 LAdmitted-Finance | -36.70% | ₹22.8 L | L2 | Admitted-Finance |
| 3 | L3₹24.0 LAdmitted-Finance | -33.36% | ₹24.0 L | L3 | Admitted-Finance |
| 4 | L4₹26.0 LAdmitted-Finance | -27.77% | ₹26.0 L | L4 | Admitted-Finance |
| 5 | L5₹26.0 LAdmitted-Finance | -27.70% | ₹26.0 L | L5 | Admitted-Finance |
Tender Value
₹36 L
EMD Value
₹72,000
Closing Date
8 May 2026, 4:00 pmClosed
Executive Engineer PWD Division Banihal
Executive Engineer PWD Division Banihal
Refer to BOQ
2026_PWDJK_308562_2
10 of 2025-26
Open Tender
Civil Works
Executive Engineer PWD Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹1,100
Executive Engineer PWD Division Banihal
₹72,000
Executive Engineer PWD Division Banihal
20 May 2026
24 Apr 2026
9 May 2026
24 Apr 2026
8 May 2026
24 Apr 2026
2 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 0.0 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar | - | cum | - | - |
| 0.0 | 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: All kinds of Soil | - | cum | - | - |
| 0.0 | 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) | - | cum | - | - |
| 0.0 | 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) | - | cum | - | - |
| 0.0 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| 0.0 | 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) | - | cum | - | - |
| 0.0 | 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) | - | cum | - | - |
| 0.0 | 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. | - | kgs | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. | - | sqm | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. | - | sqm | - | - |
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