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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹11.0 L
EMD Value
₹21,900
Closing Date
28 Sept 2021, 11:00 amClosed
Executive Engineer
Executive Engineer, Sarkaghat Division, HP.PWD. Sarkaghat
(SH- 30mmthick Bituminous concrete in between Km. 21/0 to 22/0) PMGSY
2021_PWD_52603_1
PW-SKT-CB-Tender/2021- 12911-14 dt - 01.09.2021
Open Tender
Civil Works - Roads
Item Rate
30 days
Sarkaghat
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
EE Sarkaghat
₹21,900
23 Oct 2021
23 Sept 2021
28 Sept 2021
23 Sept 2021
28 Sept 2021
23 Sept 2021
23 Sept 2021 - 28 Sept 2021
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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.By mechanical meanswith in all leads and lifts as per direction of Engineer-in-charge.
Providing and applying priming coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom On bituminous surface @ 0.25kg/sqm With medium setting bitumen emulsion with in all leads and lifts as per direction of Engineer-in-charge..
Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom On W.B.M / W.M.M. @ 0.4kg/sqm With rapid setting bitumen emulsion with in all leads and lifts as per direction of Engineer-in-charge..
Providing and laying Bituminous concrete using crushed stone aggregates of specified grading,premixed with bituminous binder and filler, transportingthe 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, complete40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (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. and as per directions of Engineer-in-Charge.
Kamlesh Kumar Negi
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