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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹55.3 LAdmitted-Finance | -31.99% | ₹55.3 L | L1 | Admitted-Finance |
| 2 | L2₹58.6 LAdmitted-Finance | -27.88% | ₹58.6 L | L2 | Admitted-Finance |
| 3 | L3₹60.2 LAdmitted-Finance | -25.99% | ₹60.2 L | L3 | Admitted-Finance |
Tender Value
₹81.3 L
EMD Value
₹1.6 L
Closing Date
29 Apr 2026, 6:00 pmClosed
Er Karanjeet Singh
Executive Engineer PWD RandB Division Gandhi Nagar Jammu
Please refer to BOQ
2026_PWDJK_307884_1
e-NIT No. DGN/03 of 2026-27 Dated 15-04-2026
Open Tender
Civil Works
180 days
MS Channi Himmat Purmandal Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹1,500
Executive Engineer PWD RandB Division Gandhi Nagar
₹1.6 L
Jammu
6 May 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
29 Apr 2026
15 Apr 2026
21 Apr 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 |
|---|---|---|---|---|---|
| 1Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 meter lead as per direction of Engineer-in-Charge. | |||||
| 2Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge. 1:4:8 or leaner mix (i/c equivalent design mix). | |||||
| 3Earth 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 in all kind of soils. Rate for a lead upto 1 meter from cutting edge. | |||||
| 4Providing 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). | |||||
| 5Providing 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). | |||||
| 6Providing 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size). | |||||
| 7Providing 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). | |||||
| 8Reinforced 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). | |||||
| 9Reinforced 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). | |||||
| 10Steel 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. | |||||
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