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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.6 LAdmitted-Finance | -40.01% | ₹21.6 L | L1 | Admitted-Finance |
| 2 | L2₹22.0 LAdmitted-Finance | -38.99% | ₹22.0 L | L2 | Admitted-Finance |
| 3 | L3₹22.5 LAdmitted-Finance | -37.55% | ₹22.5 L | L3 | Admitted-Finance |
| 4 | L4₹22.5 LAdmitted-Finance | -37.47% | ₹22.5 L | L4 | Admitted-Finance |
| 5 | L5₹22.9 LAdmitted-Finance | -36.37% | ₹22.9 L | L5 | Admitted-Finance |
Tender Value
₹36 L
EMD Value
₹72,000
Closing Date
8 May 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
Refer to BOQ
2026_PWDJK_308562_1
10 of 2025-26
Open Tender
Civil Works
Executive Engineer PWD RnB Division Banihal
Refer to NIT
3 documents required · 3 mandatory
₹1,100
Executive Engineer PWD RnB Division Banihal
₹72,000
Executive Engineer PWD RnB 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 | Dismantling roofing including ridges, hips valleys and gutters etc., and stacking the material within 50 meters lead of : G.S. Sheet | - | Sqm | - | - |
| 0.0 | Dismantling wood work in frames, trusses, purlins and rafters upto 10 meters span and 5 meters height including stacking the material within 50 meters lead : Of sectional area 40 sqcm. and above. | - | cum | - | - |
| 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 | 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. | - | 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) with 20% boulders | - | cum | - | - |
| 0.0 | 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) | - | 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 | - | - |
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