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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹23.4 LAccepted-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | KULLU | HIMACHAL PRADESH | 172002 | 1 | Accepted-Finance 1 | |
| 2 | 2₹23.9 L+₹54,246.60 (2.32%)Rejected-Finance M S ASHAPURI INFRACON PVT LTD VILLAGE AND PO HURLA TEHSIL BHUNTER DISTT KULLU H P | 2 | Rejected-Finance 2 | |
| 3 | Not Admitted-Fee/PreQual/Technical HIMACHAL PRADESH HP | SHIMLA | HIMACHAL PRADESH | 171001 | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹16.5 L
EMD Value
₹34,000
Closing Date
1 Aug 2024, 10:00 amClosed
EE HP PWD Katrain
EE HP PWD Katrain
Special Repair of left out portion from NH 03 near Volvo station to Bhotnath Junction via bus stand Manali
2024_PWD_90983_1
Letter No 3592-99 dated 24.07.2024
Open Tender
Civil Works
Item Rate
60 days
Katrain
Special Repair of left out portion from NH 03 near Volvo station to Bhotnath Junction via bus stand Manali
7 documents required · 7 mandatory
₹1,500
EE HP PWD Katrain
₹34,000
6 Aug 2024
26 Jul 2024
1 Aug 2024
26 Jul 2024
1 Aug 2024
26 Jul 2024
Amount
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. within all leads and lift of materials and as per direction of Engineer-in- charge
Providing and laying primer coat wirth bitumen emulsion SS-1 on prepared granular surface 2662 74 including cleaning of road and spraying of primer @0.70 to 1.00 Kg Zero point seven zero to one kilogramm ) per Sqm using mech. Mean as per technical specification. within all leads and lift including carriage of materials and as per direction of Engineer-in- charge.
Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped 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 specificatons and directions of Engineer-in-Charge.50 to 100 mm average compacted thicknesswith bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.within all leads and lift of materials and as per direction of Engineer-in- charge
Prroviding and applying tack coat with bitumen emulsion (RS-I) using emulsion distributor at the rate of 25-30 kg per sqm on the prepared dry and hungry bituminous surface with hydroaulic broom as per techincal specification.
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped 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 as per directions of Engineer-in-Charge.40/50 mm compacted thickness with bitumen of grade VG- [email protected]% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.within all leads and lift of materials and as per direction of Engineer-in- charge
Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc within all leads and lift of materials and as per direction of Engineer-in- charge
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement: 3 coarse sand): 6 graded stone aggregate 20 mm nominal size within all leads and lift of materials and as per direction of Engineer-in- charge
Shanoo Sharma Contractor
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