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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹13.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹14.5 L+₹70,342.30 (5.10%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹14.7 L+₹94,724.08 (6.87%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹18.0 L+₹4.2 L (30.8%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹24.2 L
EMD Value
₹48,320
Closing Date
27 Jul 2026, 4:00 pmClosed
Executive Engineer RNB Division Pulwama
Executive Engineer RNB Division Pulwama
Upgradation of Tahab Bongam Visservani road taking off from PMGSY road BWO RBM stone solling,WBM G-II ,RCC Pipes.
2026_PWDJK_315820_2
62 /EEP/RNB/of 2026-2027/ 3385-95 Dated.13.07.2026
Open Tender
Civil Works
Percentage
60 days
Pulwama
As per NIT
3 documents required · 3 mandatory
₹800
Bearing No 0470010200000099
₹48,320
30 Jul 2026
13 Jul 2026
28 Jul 2026
13 Jul 2026
27 Jul 2026
13 Jul 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 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. | - | sqm | 1 | - |
| 2 | Supply and filling of RBM Nallah Muck in layers including dressing, watering and consolidation with PRR including all carriages | 1 | cum | - | - |
| 3 | Supplying and stacking of graded stone aggregate at site of size range 63 mm to 45 mm (excluding carriages) | 1 | cum | 1 | ₹1 |
| 4 | Supplying and stacking of stone screening at site, 13.2 mm
nominal size (Type A) (excluding carriages) | 1 | cum | 1 | ₹1 |
| 5 | Supplying and stacking of stone dust/moorum at site (excluding carriages) | - | cum | - | - |
| 6 | Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. base course with stone aggregate at site of size range 63 mm to 45 mm including tone screening 13.2 mm size complete | 1 | cum | - | - |
| 7 | Carriage of different materials from different source to site of | - | - | - | - |
| 8 | Stone Aggregate for avg. lead 33 kms | 1 | cum | - | - |
| 9 | Stone screening/Dust/from Tengpuna for avg. lead 08 kms | - | cum | 1 | - |
| 10 | Diversion of nallah and including dewatering of foundation complete job to be paid as per actual whichever is less. | - | cj | - | - |
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