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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.8 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹2.8 L+₹39.47 (0.01%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹2.9 L+₹12,827.49 (4.64%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | L4₹3.0 L+₹25,654.98 (9.29%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | ||
| 5 | L5₹3.2 L+₹39,469.19 (14.3%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹3.9 L
EMD Value
₹7,900
Closing Date
27 Jul 2026, 6:00 pmClosed
Executive Engineer RnB Division Kralpora
RnB Division Kralpora
Upgradation of Wandaji Budnamal Road
2026_PWDJK_315455_15
E tendering NIT No 20/RnB/Kralpora of 2026-27
Open Tender
Civil Works
Percentage
12 days
Kralpora Kupwara
Please refer Tender documents.
2 documents required · 2 mandatory
₹200
Executive Engineer RnB Division Kralpora
₹7,900
1 Aug 2026
10 Jul 2026
28 Jul 2026
10 Jul 2026
27 Jul 2026
10 Jul 2026
10 Jul 2026 - 24 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 | 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 in all kinds of soil | 21.6 | Cum | 256.85 | ₹5,547.96 |
| 2 | 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. | 3.6 | Cum | 1,000 | ₹3,600 |
| 3 | Providing and laying in position cement concrete 1:4:8 grade (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) including curing but excluding the cost of centring and shuttering all work upto plinth level including cost and carriage of all materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage, and octori taxes. | 2.7 | Cum | 5,202.9 | ₹14,047.83 |
| 4 | Centering & Shuttering using kitply including strutting propping etc & removal of form work including all leads, lifts, costs & carriages upto site of work complete in Foundation footings, Basis of colums, Plinth beams, walls & Mass concrete | 72 | Sqm | 286.35 | ₹20,617.2 |
| 5 | Providing & laying in position specified grade of cement concrete, including the cost of centering, shuttering, finishing. All work up to plinth level in 1: 3: 6 (1 cement: 3 coarse sand: 6 graded stone aggregate) 20mm nominal size Crushed, including all leds, lifts cost & carriages of materials upto site fo work complete. | 12.6 | Cum | 5,733.6 | ₹72,243.36 |
| 6 | Providing and Appliying of 12 mm thick Cement Plaster of mix 1:4 (1 Cement : 4 fine sand), including cost and carriage of all materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage complete | 54 | Cum | 283.8 | ₹15,325.2 |
| 7 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate, ncluding cost and carriage of all materials to site of work, with all leads, lifts, loading, unloading, stacking, haulage complete | 13.5 | Sqm | 510.25 | ₹6,888.38 |
| 8 | Supply laying spreading Nallah Muck in layers of 15cm including spreading in proper grade and camber, watering and consolidation with PRR of 8-10 tonne capacity, compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge incl. cost and carriage of all involved materials to site of work complete Job | 219 | Cum | 1,000 | ₹2,19,000 |
| 9Providing / laying of RCC Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete. | |||||
| 9.1 | 12'' dia | 4.86 | Rm | 4,500 | ₹21,870 |
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