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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.9 LAdmitted-Finance 14 PANJ BAKHTAR ROAD JAMMU J K UT | JAMMU | JAMMU | JAMMU AND KASHMIR UT | +0.00% | ₹7.9 L | L1 | Admitted-Finance |
| 2 | L2₹8.1 LAdmitted-Finance | +2.00% | ₹8.1 L | L2 | Admitted-Finance |
Tender Value
₹7.9 L
EMD Value
₹16,000
Closing Date
19 May 2026, 5:00 pmClosed
Executive Engineer PMGSY Division Jammu
Executive Engineer PMGSY Division Jammu
Permanent Restoration of Rudwan to Kandral road damaged during the heavy rainfalls of August-September 2025 under SASCI 2025-26, Package No. JK21-3003, Block Ramgarh, District Samba Call 2nd
2026_JKRRD_147612_1
e-NIT No.EE/PMGSY/J/10 of 2026-27 Dated.12.05.2026
Open Tender
Civil Works - Roads
30 days
Jammu
Please refer Tender documents.
3 documents required · 3 mandatory
₹300
₹16,000
Executive Engineer PMGSY Division Jammu
4 Jun 2026
13 May 2026
20 May 2026
13 May 2026
19 May 2026
13 May 2026
14 May 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 | 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. | 1,781.25 | Sqm | 55.2 | ₹98,325 |
| 2 | 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. | 1,781.25 | Sqm | 268.16 | ₹4,77,660 |
| 3 | 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. | 1,781.25 | Sqm | 101.4 | ₹1,80,618.75 |
| 4Carriage of Material by Mechanical Transport including loading & unloading stacking at site complete. | |||||
| 4.01 | Sand below 40mm nominal size average lead 20 KM by MT. | 18.64 | Cum | 409.93 | ₹7,641.1 |
| 4.02 | Stone-Aggregates below 40mm nominal size average lead 15 KM by MT. | 83.42 | Cum | 344.49 | ₹28,737.36 |
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