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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹61.0 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹62.4 L+₹1.4 L (2.30%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹68.4 L+₹7.4 L (12.1%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹73.3 L+₹12.2 L (20.0%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹74.4 L+₹13.3 L (21.8%)Admitted-Fee/PreQual/Technical/Finance R O DALIPORA PULWAMA | PULWAMA | JAMMU AND KASHMIR | 191102 | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹73.6 L
EMD Value
₹1.5 L
Closing Date
20 Aug 2026, 4:00 pmClosed
Executive Engineer RNB Division Pulwama
Executive Engineer RNB Division Pulwama
Construction / Upgradation of road from Rajproa Bridge to Arbal Bellow via Nallah
2026_PWDJK_320293_2
99/EEP/RNB of 2026-2027/ 5122-32 dt.10.08.2026
Open Tender
Civil Works
Percentage
365 days
Pulwama
As per NIT
3 documents required · 3 mandatory
₹1,600
Bearing No 0470010200000099
₹1.5 L
22 Sept 2026
10 Aug 2026
21 Aug 2026
10 Aug 2026
20 Aug 2026
10 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 | Supplying and filling of Nalla muck/RBM of specified grade and size including watering, dressing, and ramming with PRR 8 to 10 ton capacity with all carriages, loadig/unloading complete. | - | cum | - | - |
| 2 | Providing Supplying Laying stacking and compacting of graded stone aggregate at site of size range 63-45mm size i/c Supplying Laying stacking and compacting of stone screenings, chippings at site (13.2mm nominal size). i/c Supplying Laying stacking and compacting of moorum(stone dust) including loading unloading and carriage of all materials complete job. | 1 | cum | - | - |
| 3 | 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 WBM Surface . @ 0.75Kg/sqm.incld carriage of all materials involved complete. | - | sqm | 1 | - |
| 4 | 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..incld carriage of all materials involved complete. | - | cum | - | - |
| 5 | 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 incld carriage of all materials involved complete. | - | sqm | - | - |
| 6 | 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.incld carriage of all materials involved complete. | - | sqm | - | - |
| 7 | Crate wall | - | - | - | - |
| 8 | 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: All kinds of soil : | 1 | cum | - | - |
| 9 | Providing, Laying of Dry Random Rubble masonary stone masonry quarry in crate work, including supplying and fabricating G.I. wire crates of approved size made with black annealed/G.I. wire of specified gauge, filling the crates with approved hard quarry stones, placing, lacing, tying and securing the crates in position complete, including all leads and lifts, carriage of stones, wire and all other materials from the approved source to the site of work, loading, unloading, stacking, tipping, handling, labour, tools and tackles, and all incidental charges complete as directed by the Engineer-in-Charge. | - | cum | - | - |
| 10 | Providing and Laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:2:4 mix. 20 mm nominal size of aggregates | 1 | cum | 1 | ₹1 |
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