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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance | -30.10% | ₹2.1 L | L1 | Admitted-Finance |
| 2 | L2₹2.1 L+₹3,931.91 (1.88%)Admitted-Finance | -28.79% | ₹2.1 L+₹3,931.91 (1.88%) | L2 | Admitted-Finance |
| 3 | L3₹2.2 L+₹7,252.46 (3.46%)Admitted-Finance | -27.68% | ₹2.2 L+₹7,252.46 (3.46%) | L3 | Admitted-Finance |
| 4 | L4₹2.4 L+₹26,372.57 (12.6%)Admitted-Finance | -21.30% | ₹2.4 L+₹26,372.57 (12.6%) | L4 | Admitted-Finance |
| 5 | L5₹2.5 L+₹35,722.85 (17.1%)Admitted-Finance | -18.18% | ₹2.5 L+₹35,722.85 (17.1%) | L5 | Admitted-Finance |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
21 Aug 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Bhaderwah
Repair of Kitchen Shed and Girls Toilet at MS Dugli (2nd Call)
2026_PWDJK_320939_6
e-NIT No. 74 of 2026-27 Dt. 14-08-2026
Open Tender
Civil Works
Percentage
30 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
₹6,000
3 Sept 2026
14 Aug 2026
22 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 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 |
|---|---|---|---|---|---|
| 1Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) | |||||
| 2 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead | 1 | Sqm | 1 | ₹1 |
| 3Demolishing 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 | |||||
| 4 | Dismantling steel work manually/by mechanical means in built up sections without dismembering and stacking within 50 meters lead as per direction of Engineer-in-charge: | 1 | Kg | 1 | ₹1 |
| 5 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:6 ( 1 cement : 6 coarse sand) | 1 | Cum | - | - |
| 6 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand) | 1 | Cum | - | - |
| 7 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm | 1 | Sqm | 1 | ₹1 |
| 8 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete | 1 | Sqm | 1 | ₹1 |
| 9 | 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) | 1 | Cum | - | - |
| 10Reinforced 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) | |||||
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