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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹38.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | Rejected-Technical | - | Rejected-Technical Incomplete documents |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
5 Aug 2026, 4:00 pmClosed
Executive Engineet
PWD RnB Division Rajouri
(I) Road from Tariq bridge to Abdullah dridge. (II) Road from army gate to Gurdhanpain in km 1st to km 3rd (III) Road from Dassal Market to Dassal Seeran . (Pot Hole Work) (5th Call)
2026_PWDJK_318562_2
e-NIT NO 58 OF 2026-27 Dated 2026-27
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer
₹80,000
18 Aug 2026
30 Jul 2026
6 Aug 2026
30 Jul 2026
5 Aug 2026
30 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 | Macadamization of road from Tariq bridge to Abdullha bridge in patches and streches ( Under Pot Holes) = Rs10.00 lac. | - | - | - | - |
| 2 | Drain Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | 60.75 | Cum | 331.15 | ₹20,117.36 |
| 3 | 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 | 94 | Cum | 1,885.95 | ₹1,77,279.3 |
| 4 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. | 386 | Sqm | 24.45 | ₹9,437.7 |
| 5 | 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. @ 0.75 Kg/sqm. | 1,782 | Sqm | 74.35 | ₹1,32,491.7 |
| 6 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent. | 1,782 | Sqm | 269.85 | ₹4,80,872.7 |
| 7 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. | 1,782 | Sqm | 101.4 | ₹1,80,694.8 |
| 8 | Macadamization of road from Army to Gurdhan pain in km 1st to 3rd in patches and streches (Under Pot Holes) = Rs 20.00 lac. | - | - | - | - |
| 9 | Drain Clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. | 206 | Cum | 331.15 | ₹68,216.9 |
| 10 | 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 | 199 | Cum | 1,885.95 | ₹3,75,304.05 |
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