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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.5 LAccepted-AOC VILLAGE THARAS P O HURLA TEHSIL BHUNTAR DISTT KULLU H P 175125 | KULLU | HIMACHAL PRADESH | 175125 | L1 | Accepted-AOC L1 | |
| 2 | L2₹42.7 L+₹2.2 L (5.32%)Rejected-Finance R O VILLAGE AND PO HURLA TEHSIL BHUNTAR DISTT KULLU H P | L2 | Rejected-Finance L2 | |
| 3 | L3₹45.2 L+₹4.7 L (11.6%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical Non responsive |
Tender Value
₹43.1 L
EMD Value
₹87,000
Closing Date
25 Feb 2026, 11:00 amClosed
Executive Engineer, Thalout Divn HPPWD at Pandoh
Executive Engineer, Thalout Divn HPPWD at Pandoh
Periodical Maintenance on Sansoi to Kashna road Km 0.0 to 6.600 SH Providing and laying 30 mm thick BC in Km. 3.00 to 6.600 under AMP for the year 2026-27 PMGSY Roads
2026_PWD_128738_1
NO/PW/TLD/Tender/2026- 14315-24 Dated 11.02.2026
Open Tender
Civil Works
Percentage
30 days
Panarsa
PLEASE REFER TO THE NIT
9 documents required · 9 mandatory
₹2,000
₹87,000
23 May 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
25 Feb 2026
17 Feb 2026
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 1 as per Technical Specification Clause 405 nd as per direction and entire satisfaction of Engineer –in- Charge with in all leads .lifts and carriage of materials and other incidentals .
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 and nd as per direction and entire satisfaction of Engineer –in- Charge with in all leads .lifts and carriage of materials and other incidentals .
Providing and applying tack coat with bitumen emulsion (RS-1) using emulation distributer at the rate of 0.25 to 0.30 kg ( zero point twenty five to zero point thirty kilogram) per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 and as per direction and entire satisfaction of Engineer –in- Charge with in all leads .lifts and carriage of materials and other incidentals .
Providing and Laying 25mm ( Twenty five millimetre ) thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregate of specified grading,premixed with bituminous binder (VG-30) @ 5.4 to 5.6 ( five point six to five point six ) per cent of mix and filler, transporting the hot mix to work site,laying with hydrostatic paver finisher with sensor control to the required grade , level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Cluase 509 complete in all respect and as per direction and entire satisfaction of Engineer –in- Charge with in all leads .lifts and carriage of materials and other incidentals
Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic 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.
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SBDJobNo1SansoiKashna.pdf
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