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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Fee/PreQual/Technical/Finance | -25.55% | ₹1.9 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.0 Cr+₹9.8 L (5.14%)Admitted-Fee/PreQual/Technical/Finance | -21.21% | ₹2.0 Cr+₹9.8 L (5.14%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.1 Cr+₹21.5 L (11.3%)Admitted-Fee/PreQual/Technical/Finance REDDI CHOWKIBAL KUPWARA KUPWARA | KUPWARA | JAMMU AND KASHMIR | 193221 | -16.01% | ₹2.1 Cr+₹21.5 L (11.3%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
6 May 2026, 4:00 pmClosed
EXECUTIVE ENGINEER RNB DIVISION URI
EXECUTIVE ENGINEER RNB DIVISION URI
Construction of Road from PMGSY road Gwalta to Dhariyan and Construction of 1x17 mtr span plate girder Bridge on Nallah Gwalta
2026_PWDJK_307868_1
eNIT No.08 of 2026-27
Open Tender
Civil Works
Percentage
548 days
URI
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,500
EXECUTIVE ENGINEER RNB DIVISION URI
₹5.0 L
14 May 2026
15 Apr 2026
7 May 2026
15 Apr 2026
6 May 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 |
|---|---|---|---|---|---|
| 1Civil work | |||||
| 2Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | |||||
| 3 | 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 | - | - |
| 4Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) Quarry Including all cost and carriage complete job as per direction of Engineer Incharge at site | |||||
| 5 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. Quarry Including all cost and carriage complete job as per direction of Engineer Incharge at site | 1 | Cum | - | - |
| 6Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete Including all cost and carriage complete job as per direction of Engineer Incharge at site | |||||
| 7Supply filling and laying of stones into wire crates tightly hand packed including tipping of crates with equipments including cost of wire crate/ earth work cutting with all cost and carriage of stones and crates complete Job as per direction of Engineer Incharge at site. | |||||
| 8 | Providing, supplying and laying of stones horizontally behind walls including ramming, compaction, dressing including all cost and carriage complete job as per direction of Engineer Incharge at Site | 1 | Cum | - | - |
| 9Providing and laying of GSB including consolidation at OMC with PRR of 8-10 tonne capacity to required gradient and camber as per MORTH specifications. All inclusive with cost and carriage of all involved materiaks upto site of work complete job as per direction of Engineer Incharge at site. | |||||
| 10Laying, spreading and compacting stone aggregate of sizes 63mm to 45mm (WBM G-II) 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. including all cost and carriage complete job as per directions of Engineer Incharge at site | |||||
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