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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | -32.59% | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.3 Cr+₹16.3 L (7.54%)Admitted-Finance | -27.51% | ₹2.3 Cr+₹16.3 L (7.54%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹18.0 L (8.28%)Admitted-Finance WAVOORA LOLAB KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | -27.01% | ₹2.3 Cr+₹18.0 L (8.28%) | L3 | Admitted-Finance |
| 4 | L4₹2.6 Cr+₹40.5 L (18.7%)Admitted-Finance | -20.00% | ₹2.6 Cr+₹40.5 L (18.7%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Not qualifying in General experiance and similar nature of work as per SBD clause 4.4a and SBD cl 4.4b. Available Bid capacity less than the required as per SBD clause 4.6c. |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
20 Aug 2025, 4:00 pmClosed
Executive Engineer RnB Division Kralpora
RnB Division Kralpora
Construction/Upgradation of road from Shalnard Tarathpora to Sochalyari Hagnikoot road (Phase-I)
2025_PWDJK_282069_1
E tendering NIT No 15/RnB/Kralpora of 2025-26
Open Tender
Civil Works - Roads
Percentage
730 days
Kralpora
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,500
Executive Engineer RnB Division Kralpora
₹6.4 L
PWD RnB Circle Office Kupwara
28 Aug 2025
22 Jul 2025
21 Aug 2025
22 Jul 2025
20 Aug 2025
22 Jul 2025
22 Jul 2025 - 26 Jul 2025
26 Jul 2025
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 |
|---|---|---|---|---|---|
| 1Earthwork | |||||
| 2Earth work in bulk excavation by mechanical means (Hydraulic excavator) (exceeding 30 cm in depth & 1.5 m in width as well as 10 sqm on plan) incld dressing of side slopes, disposal of excavated surplus earth upto all leads and lifts as directed by Engineer incharge at site disposed earth to levelled and neatly dressed, incld cutting of trees and removal of trunks etc. complete | |||||
| 2.1 | In all kinds of soils | 3,162.06 | Cum | 187.3 | ₹5,92,253.84 |
| 2.2 | Hard Rock (Blasting Prohibited) | 287.25 | Cum | 1,128.75 | ₹3,24,233.44 |
| 3Pavements | |||||
| 4 | Supply, Stacking, Laying, spreading and compacting 100 mm thick graded stone aggregate of size range 90-45 mm size including screening of size range 13.20 mm, supply and stacking of binding material that is Khak Bajree including laying Water Bound Macadam, with specified stone aggregate / stone screening / binding material, including sorting and consolidation with power road roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices, watering and compacting to the required density, including cost and carriage of materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori taxes. (Finished work to be measured complete) as per IRC 19-2005 Specifications. (Graded Crushed Stone aggregate) | 3,832.5 | Cum | 1,800 | ₹68,98,500 |
| 5 | Supply, Stacking, Laying, spreading and compacting 75 mm thick graded stone aggregate of size range 63-45 mm size including screening of size range 13.20 mm, supply and stacking of binding material that is Khak Bajree including laying Water Bound Macadam, with specified stone aggregate / stone screening / binding material, including sorting and consolidation with power road roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fill up the interstices, watering and compacting to the required density, including cost and carriage of materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori taxes. (Finished work to be measured complete) as per IRC 19-2005 Specifications. (Graded Crushed Stone aggregate) | 1,779.38 | Cum | 2,800 | ₹49,82,264 |
| 6Protection Work/Walling | |||||
| 7 | Earth work in excavation for all kinds of soil by manual / mechanical means in trenches for foundation, drains, pipes, cables, etc upto required depth not exceeding 1.5 m in width as well as 10 sqm on plan including dressing of sides and ramming of bottoms, disposal of excavated earth up to a lead as directed by site engineer incharge, disposed soil to be levelled and neatly dressed complete | 466.94 | Cum | 256.85 | ₹1,19,933.54 |
| 8 | Supply and filling of dry stone soling in foundation trenches tightly handpacked with hand ramming, watering and compacting to required density including cost and carriage of all materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori taxes. | 75.1 | Cum | 1,000 | ₹75,100 |
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