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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹27.2 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₹29.2 L+₹2.0 L (7.32%)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
₹20.3 L
EMD Value
₹41,000
Closing Date
1 Aug 2024, 10:00 amClosed
EE HP PWD Katrain
EE HP PWD Katrain
Special repair on Burwa to Majach road
2024_PWD_90984_1
Letter No 3592-99 dated 24.07.2024
Open Tender
Civil Works
Item Rate
60 days
Katrain
Special repair on Burwa to Majach road
7 documents required · 7 mandatory
₹1,500
EE HP PWD Katrain
₹41,000
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 III 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.
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 50mm thick 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
Shanoo Sharma Contractor
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