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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Fee/PreQual/Technical/Finance | -31.47% | ₹1.2 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.2 Cr+₹2.3 L (1.98%)Admitted-Fee/PreQual/Technical/Finance | -30.11% | ₹1.2 Cr+₹2.3 L (1.98%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.2 Cr+₹6.8 L (5.79%)Admitted-Fee/PreQual/Technical/Finance | -27.50% | ₹1.2 Cr+₹6.8 L (5.79%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹1.3 Cr+₹15.3 L (13.0%)Admitted-Fee/PreQual/Technical/Finance | -22.55% | ₹1.3 Cr+₹15.3 L (13.0%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.7 Cr
EMD Value
₹3.4 L
Closing Date
17 Aug 2026, 4:00 pmClosed
Executive Engineer
R and B Division Karan Nagar Srinagar
Upgradation / Conversion of Wooden Habbakadal Pedestrian Bridge into Light Motorable Bridge.
2026_PWDJK_319965_1
etendering NIT 27 Karan Nagar Srinagar
Open Tender
Civil Works
Percentage
120 days
Habba Kadal
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,600
Executive Engineer
₹3.4 L
24 Aug 2026
7 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 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 |
|---|---|---|---|---|---|
| 1 | Dismantling manually/ mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: Bituminous road. | 318.75 | Sqm | 305.95 | ₹97,521.56 |
| 2 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm | 318.75 | Sqm | 55.2 | ₹17,595 |
| 3 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 3 | Cum | 8,590.95 | ₹25,772.85 |
| 4 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 25 mm compacted thickness with bitumen of grade VG- 10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 318.75 | Sqm | 293.1 | ₹93,425.63 |
| 5 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. (6mm thick seal coat) | 318.75 | Sqm | 101.4 | ₹32,321.25 |
| 6 | Removal of existing damaged timber flooring including underlying flooring, dismataling of underlying sturts of channels, disposal of unservicable material and stacking of servicable material complete job. All inclusive | 722.5 | Sqm | 250 | ₹1,80,625 |
| 7 | 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 | 11.97 | Cum | 3,488.65 | ₹41,759.14 |
| 8Providing 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 | |||||
| 9 | (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 22.95 | Cum | 6,591.25 | ₹1,51,269.19 |
| 10 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 12.75 | Cum | 5,733.6 | ₹73,103.4 |
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