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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | H1₹12.9 LAdmitted-Fee/PreQual/Technical/Finance | -21.97% | ₹12.9 L | H1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | H2₹12.3 L−₹62,710.10 (4.86%)Admitted-Fee/PreQual/Technical/Finance | -25.76% | ₹12.3 L−₹62,710.10 (4.86%) | H2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | H3₹12.2 L−₹68,335.81 (5.29%)Admitted-Fee/PreQual/Technical/Finance | -26.10% | ₹12.2 L−₹68,335.81 (5.29%) | H3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | H4₹12.1 L−₹79,587.22 (6.16%)Admitted-Fee/PreQual/Technical/Finance | -26.78% | ₹12.1 L−₹79,587.22 (6.16%) | H4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | H5₹11.3 L−₹1.6 L (12.2%)Admitted-Fee/PreQual/Technical/Finance | -31.50% | ₹11.3 L−₹1.6 L (12.2%) | H5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
Refer Docs
EMD Value
₹40,000
Closing Date
31 Mar 2026, 4:00 pmClosed
Executive Engineer
PMGSY Division Kupwara
Permanent restoration of Shaloora-Aloosa road Package No. JK08159
2026_KSRRD_147016_15
16/EE/PMGSY/KUP/eNIT of 2025-26
Open Tender
Civil Works - Roads
Percentage
30 days
Kupwara
Please refer Tender documents.
6 documents required · 6 mandatory
₹800
Executive Engineer
₹40,000
Yes
18 Apr 2026
18 Mar 2026
1 Apr 2026
18 Mar 2026
31 Mar 2026
18 Mar 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 |
|---|---|---|---|---|---|
| 1 | 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:2.9.1 All kinds of soil : | 58 | CUM | 225.21 | ₹13,062.18 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge.
All kinds of soil :Rigid pavement | 140 | SQM | 80.41 | ₹11,257.4 |
| 3 | 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 40 mm nominal size)4.4.6 | 19.2 | CUM | 5,302.76 | ₹1,01,812.99 |
| 4 | 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:4.4.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) | 156.6 | CUM | 6,048.49 | ₹9,47,193.53 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for:
4.6.1 Foundations, footings, bases for columns | 522 | SQM | 251.07 | ₹1,31,058.54 |
| 6 | 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 level5.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) pavement | 28 | CUM | 6,542.92 | ₹1,83,201.76 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in
position and binding all complete above plinth level5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1,758.4 | kg | 108.33 | ₹1,90,487.47 |
| 10 | Stone Boulder 50 mm to 200 mm for backfilling behind the walls | 130.5 | CUM | 586.56 | ₹76,546.08 |
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