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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹14.3 LAdmitted-Fee/PreQual/Technical/Finance | -42.12% | ₹14.3 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹14.8 L+₹52,354.84 (3.66%)Admitted-Fee/PreQual/Technical/Finance | -40.00% | ₹14.8 L+₹52,354.84 (3.66%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹15.3 L+₹97,054.03 (6.79%)Admitted-Fee/PreQual/Technical/Finance | -38.19% | ₹15.3 L+₹97,054.03 (6.79%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹15.3 L+₹98,535.77 (6.89%)Admitted-Fee/PreQual/Technical/Finance | -38.13% | ₹15.3 L+₹98,535.77 (6.89%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹15.5 L+₹1.2 L (8.33%)Admitted-Fee/PreQual/Technical/Finance | -37.30% | ₹15.5 L+₹1.2 L (8.33%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹29.1 L
EMD Value
₹58,280
Closing Date
7 Apr 2026, 4:00 pmClosed
Executive Engieer RnB Division Kulgam
Executive Engieer RnB Division Kulgam
2x25 Mtr Span Babapora Bridge Devsar
2026_PWDJK_307047_1
123/2025-26/RnB/Kul/11326-37 dated 31-03-2026
Open Tender
Civil Works
Percentage
60 days
Kulgam
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
MH 0059
₹58,280
13 May 2026
31 Mar 2026
8 Apr 2026
31 Mar 2026
7 Apr 2026
31 Mar 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 |
|---|---|---|---|---|---|
| 1Earth 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 : i/c back filling of same inside plinth and clearance of site after completion of work complete. | |||||
| 1.1 | Ordinary Soil | - | Cum | - | - |
| 1.2 | Ordinary Rock | - | Cum | - | - |
| 2Crate work with Nallah stones from approved source including hand packing of stones, cost of stones incld. Cost/tightning of crates (woven G.I crates 100mmx100mm mesh size) and weight not less than 54 kgs per craten incld. All carriages involved , complete job. | |||||
| 3P/L in position specified grade of reinforced cement cencrete excld. The cost of centring, shuttering, finishing and reinforecement-All work upto plinth level. 1:1.5:3 graded stone agg. 20mm nominal size incld. Carriages. | |||||
| 4Reinforcement for RCC work incld straightning, cutting, bending, placing in position & binding all complete (Thermo-Mechanically Treated bars of grade Fe-500D or more) | |||||
| 5Centring and shuttering of kit ply including proping, strutting etc & removal of the same up to plinth level./Foundations, footings, bases for column. | |||||
| 6Supplying and filling of Nallah muck/RBM incld. Spreading, watering, dressing, consolidation incld. Loading, unloading cost & carriage of RBM etc complete. | |||||
| 7Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | |||||
| 8Channelising of river of excavation, widening, deepening, straightening, trimming the grading bed and side slopes including removal of shoals sit, boulders and other obstructions, disposal of excavated material within specified lead and lift; construction of protective works such as pitching, lining, turfing, or stone revetments on side slopes as directed ; including dewatering of nallah and dewatering of foundation trenches, diversion of flow, and all incidental works complete as per drawings, technical specifications and direction of Engineer-in-charge. | |||||
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