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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹40.8 LAdmitted-Fee/PreQual/Technical/Finance | -15.20% | ₹40.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹40.9 L+₹10,097.40 (0.25%)Admitted-Fee/PreQual/Technical/Finance R O DALIPORA PULWAMA | PULWAMA | JAMMU AND KASHMIR | 191102 | -14.99% | ₹40.9 L+₹10,097.40 (0.25%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹45.4 L+₹4.7 L (11.4%)Admitted-Fee/PreQual/Technical/Finance | -5.51% | ₹45.4 L+₹4.7 L (11.4%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹47.8 L+₹7.1 L (17.3%)Admitted-Fee/PreQual/Technical/Finance | -0.50% | ₹47.8 L+₹7.1 L (17.3%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹48.1 L
EMD Value
₹96,160
Closing Date
20 Aug 2026, 4:00 pmClosed
Executive Engineer RNB Division Pulwama
Executive Engineer RNB Division Pulwama
Upgradation of approach road to Lonepora culvert at Lajoora.
2026_PWDJK_320293_3
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
₹1,100
Bearing No 0470010200000099
₹96,160
3 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 | Providing and Laying GSB including sorting spreading watering and consolidation with a mechanical roller of 8 to 10 tonne capacity incld all carriages complete. | - | cum | - | - |
| 2 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 1 | cum | 1 | ₹1 |
| 3 | Supplying and stacking at site Stone screening of size13.2 mm nominal size (Type A) | - | cum | 1 | - |
| 4 | Supplying and stacking at site of moorum | 1 | cum | - | - |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density | 1 | cum | - | - |
| 6 | Carriage by Mechanical Transport avg lead 5km | - | - | - | - |
| 7 | 63-45mm for an avg lead of 07km | 1 | cum | 1 | ₹1 |
| 8 | Screening/dust for an avg lead of 05kms | - | cum | - | - |
| 9 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge incld carriage of all materials involved complete. | - | cum | - | - |
| 10 | 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 W.B.M. @ 0.75 Kg/sqm.incld carriage of all materials involved complete. | - | sqm | - | - |
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