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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹33.8 LAdmitted-Finance | -21.00% | ₹33.8 L | L1 | Admitted-Finance |
| 2 | L2₹36.4 L+₹2.6 L (7.59%)Admitted-Finance | -15.00% | ₹36.4 L+₹2.6 L (7.59%) | L2 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹85,554
Closing Date
11 Aug 2026, 6:55 pmClosed
Executive Engineer, RCC Upper Division Kathua
Executive Engineer, RCC Upper Division Kathua
Permanent Restoration of the damage to the Approach Road and Catch Water Drain along the road leading to Ujh Barrage and Guest Gouse.
2026_IFC_317252_1
e-NIT No 06 of 2026-27 RCC UPPER DIVISION KATHUA DATE 22-07-2026
Open Tender
Civil Works - Roads
Percentage
40 days
Ujh Barrage
As per NIT
2 documents required · 2 mandatory
₹1,000
Executive Engineer, RCC Upper Division Kathua
₹85,554
27 Aug 2026
22 Jul 2026
12 Aug 2026
22 Jul 2026
11 Aug 2026
23 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 | Clearing of jungle including uprooting of rank vegetation, grass, bush wood trees and saplings of girth upto 30cm measured at height of 1m above ground level and removal of rubbish upto a distance of 50m. Outside the periphery of the area cleared. | - | M2 | 1 | - |
| 2 | Silt clearance from canal inclusive of initial lead and lift 50 m and 1.5 m resp. | 1 | M3 | - | - |
| 3 | Earthwork in excavation by manual means over areas
( Exceeding 30 cm and upto 1.50 m in depth, 1.50 m in width as well as 10 m^2 on plan) including disposal of excavated earth upto 1 metre from cutting edge, disposed earth to be leveled and neatly dressed (in all kind of soil). | 1 | M3 | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding cost of centering and shuttering. All work upto plinth level.
1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone aggregate 20 mm nominal size), crushed aggregate. | - | M3 | - | - |
| 5 | Hand packing stones in wire crates; excluding cost of crates and stones. | - | M3 | 1 | - |
| 6 | Supply of stones | 1 | M3 | - | - |
| 7 | Filling 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. | - | M3 | - | - |
| 8 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. | - | M3 | - | - |
| 9 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | - | M2 | 1 | - |
| 10 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications On W.B.M/W.M.M @ 0.75 Kg/sqm. | - | M2 | 1 | - |
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