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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 CrAdmitted-Finance | -33.77% | ₹2.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.2 Cr+₹18.8 L (9.35%)Admitted-Finance | -27.58% | ₹2.2 Cr+₹18.8 L (9.35%) | L2 | Admitted-Finance |
| 3 | L3₹2.3 Cr+₹26.7 L (13.2%)Admitted-Finance REDDI CHOWKIBAL KUPWARA KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | -25.01% | ₹2.3 Cr+₹26.7 L (13.2%) | L3 | Admitted-Finance |
| 4 | L4₹2.6 Cr+₹60.4 L (30.0%)Admitted-Finance | -13.93% | ₹2.6 Cr+₹60.4 L (30.0%) | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Inadequate Bid capacity as mandated by SBD clause 4.6c. Predated EMD submitted which must be between the date of submission to end date mandatory as per NIT clause c |
Tender Value
₹3.0 Cr
EMD Value
₹6.1 L
Closing Date
20 Apr 2026, 4:00 pmClosed
Executive Engineer RnB Division Kralpora
Executive Engineer RnB Division Kralpora
Construction/Upgradation (i) Ganai Mohallah, ganai Mohallah Payeen, Shah Mohallah, Hajam Mohallah Payeen at Gazriyal (ii) Dardpora Gasla Road and Satboin Dardpora road (Phase-I) under NABARD RIDF XXXI
2026_PWDJK_307679_1
Fresh E tendering NIT No 02/RnB/Kralpora of 2026-27
Open Tender
Civil Works
Percentage
730 days
Kralpora Kupwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,500
Executive Engineer RnB Division Kralpora
₹6.1 L
RnB Circle Kupwara
5 May 2026
10 Apr 2026
21 Apr 2026
10 Apr 2026
20 Apr 2026
10 Apr 2026
10 Apr 2026 - 14 Apr 2026
15 Apr 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 |
|---|---|---|---|---|---|
| 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 In all kinds of soils | |||||
| 3Pavements | |||||
| 4Providing and laying Nallah Muck/RBM in 15 cm layers incl spreading in proper grade and camber with ramming dressing watering and consolidation by Power road roller of 8-10 tonne capcity to achieve the desired compaction including cost and carriage of all materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori taxes. | |||||
| 5Supply, 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) | |||||
| 6Drainage | |||||
| 7.1 | Providing and laying of reinforced cement concrete pipe NP3 in proper position and slope, on first class bedding of granular material in single row including excavation, backfilling, and cushioning over pipes to the required gradient and camber, fixing collar with cement mortar 1:2 mix concrete including cost of pipes and carriage by manual/ Mechanical Transport to the site of work complete 450mm Dia Pipe | - | Rm | - | - |
| 7.2 | 600mm Dia Pipe | - | Rm | - | - |
| 7.3 | 900mm Dia Pipe | - | Rm | - | - |
| 8Providing and laying MS Pipes Medium Duty in proper position and grade incl cutting of road surface upto required depth and providing requisite cushion over pipes of granular material including cost and carriage of all materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori taxes. 6" Dia | |||||
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