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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹6,528.11Admitted-Finance | -3.45% | ₹6,528.11 | L1 | Admitted-Finance |
| 2 | L2₹6,896.61Admitted-Finance | +2.00% | ₹6,896.61 | L2 | Admitted-Finance |
Tender Value
₹5.0 L
EMD Value
₹9,980
Closing Date
7 May 2026, 6:00 pmClosed
Er Karanjeet Singh
Executive Engineer PWD RandB Division Gandhi Nagar Jammu
Premix patches of various roads in Narwal and Kiryani Talab area during the year 2026-27 upto ending March 2027 (Under Non Plan for the year 2026-27).
2026_PWDJK_308457_8
Short e-NIT No. DGN/04 of 2026-27 Dated 22-04-2026
Open Tender
Civil Works
365 days
Narwal Karyani Talab Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹600
Executive Engineer PWD RandB Division Gandhi Nagar
₹9,980
Jammu
15 May 2026
23 Apr 2026
8 May 2026
23 Apr 2026
7 May 2026
23 Apr 2026
29 Apr 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 |
|---|---|---|---|---|---|
| 1Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm – 45mm size including screening 13.20mm size in two layers of 75mm thick (consolidated) each. | |||||
| 2Providing, 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. | |||||
| 32.5 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. | |||||
| 4Providing 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-30 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. | |||||
| 5Providing and applying tack coat using hot straight run bitumen of grade–VG-30, 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 bitumen surface @ 0.50 Kg/sqm. | |||||
| 6Providing and applying tack coat using hot straight run bitumen of grade–VG-30, 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 WBM @ 0.75 Kg/sqm. | |||||
| 7Engaging labour as per requirement at site. | |||||
| 8Engaging JCB as per requirement of site. | |||||
| 9Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete. | |||||
| 9.1 | Stone agg. above 40mm size for an avg. lead of 10 Kms. | - | Cum | - | - |
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