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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹52.9 LAdmitted-Finance | -21.50% | ₹52.9 L | L1 | Admitted-Finance |
| 2 | L2₹53.2 LAdmitted-Finance | -21.00% | ₹53.2 L | L2 | Admitted-Finance |
| 3 | L3₹67.1 LAdmitted-Finance | -0.37% | ₹67.1 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical All documents are not acceptable |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical All documents are not acceptable |
Tender Value
₹69.3 L
EMD Value
₹1.4 L
Closing Date
16 Feb 2026, 4:00 pmClosed
Executive Engineer PWD(RandB) Division Satwari
Office of the Executive Engineer PWD(RandB) Division Satwari
Permanent restoration of road from Talab Tillo to Santra Morh
2026_PWDJK_301135_5
Short e-NIT No. 99 of 2025-26 Dated 22-01-2026
Open Tender
Civil Works
45 days
Satwari
As per eNIT
2 documents required · 2 mandatory
₹1,500
Executive Engineer PWD(RandB) Division Satwari
₹1.4 L
Satwari
27 Feb 2026
22 Jan 2026
17 Feb 2026
22 Jan 2026
16 Feb 2026
22 Jan 2026
24 Jan 2026
Providing, laying spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carraige of mixed material by tipper to site, for all leads and shifts, laying in uniform layers with mechanical paver finisher in sub-base/ base course on prepared surface and compacting vibratory roaller of 8-10 tonne capacity to achieve the desire density, complete as per specifications.
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-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
Providing and laying 25mm thick semidense Bituminous concrete using crushed stone aggregate of specified grading, premixed with bitumnious binder and filler, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and per direction of Engineer-in-charge. 25mm Compacted thickness with bitumen of grade VG-30 @5% (percentage by weight of total mix) and lime filler @2% (percentage by weight of Aggregate) prepared in Batch type Hot Mix Plant of 60-90 TPH.
Providing and laying 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 @0.75Kg/Sqm (including cost and carraige of all materials involved upto site of work and all taxes involved account of labour and material involved bitumin Octroi charges quantity control etc.)
Providing and laying 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 @0.5Kg/Sqm (including cost and carraige of all materials involved upto site of work and all taxes involved account of labour and material involved bitumin Octroi charges quantity control etc.)
Engaging jcb for cleaning of Drain, Berm dressing etc.
Removal of debris including shifting of mulba from site to dumping yard by engaging Tractor with Trolley.
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