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Tender Value
₹99.9 L
EMD Value
₹2.0 L
Closing Date
17 Jul 2026, 4:30 pm
Executive Engineer PMGSY Division Pulwama
Office of the Executive Engineer PMGSY Division Pulwama
Restoration of L031-Pahu lajora road to Ratnipora Length 4.30 KMs road,Package No.JK10-171
2026_KSRRD_148547_6
E-NIT No. 05/ EE/PMGSY-Pulwama/e-tendering of 2026-27, Dated 02/07/2026
Open Tender
Civil Works - Roads
Pulwama
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,600
Executive Engineer PMGSY Division Pulwama
₹2.0 L
2 Jul 2026
2 Jul 2026
18 Jul 2026
2 Jul 2026
17 Jul 2026
3 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 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). | - | Sqm | 4.87 | - |
| 2 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. On bituminous surface @ 0.25 Kg/sqm. | - | Sqm | 17.92 | - |
| 3 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared
in Drum Type Hot Mix Plant of 60-90 TPH capacity. | 1 | Cum | 7,834.67 | ₹7,826.84 |
| 4 | 20 mm premix carpet surfacing with 1.8cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 size respectively, per 100 sqm and 52kg 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-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. | - | Sqm | 195.7 | - |
| 5 | SEAL COAT
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. | - | Sqm | 91.23 | - |
| 6 | WBM Grading 2
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.By Manual Means | - | cum | 2,486.85 | - |
| 7 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications .(finished work to be measured complete) | - | Sqm | 560.19 | - |
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