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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance BELOW SLAUGHTER HOUSE KRISHNA NAGER SHIMLA | SHIMLA | SHIMLA | HIMACHAL PRADESH | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹29,150
Closing Date
23 Aug 2021, 11:00 amClosed
Executive Engineer
Executive Engineer, Sarkaghat Division, HP.PWD. Sarkaghat
SH- Providing and laying bituminous concrete 30mm thick in Km. 0/0 to 1/100
2021_PWD_51308_1
PW-SKT-CB-Tender/2021 10795-97 dt- 02.08.2021
Open Tender
Civil Works - Roads
Item Rate
30 days
Sarkaghat
Please refer Tender documents.
10 documents required · 10 mandatory
₹500
EE Sarkaghat
₹29,150
6 Sept 2021
17 Aug 2021
23 Aug 2021
17 Aug 2021
23 Aug 2021
17 Aug 2021
17 Aug 2021 - 23 Aug 2021
Amount
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 bituminous surface With medium setting bitumen emulsion @ 0.25kg/sqm(zero point two five Kilogramme/per square metre).with in all leads and lifts as per direction of Engineer-in-charge.
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 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 thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH Capicity 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, 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 (Forty /fifty millimetre)compacted thickness with bitumen of grade VG-30 @ 5.5% (Five point five percent)(percentage by weight of total mix) and lime filler @ 3% (Three percent) (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120( One hundred-one hundred twenty) TPH capacity with in all leads and lifts as per direction of Engineer-in-charge.
SUNIL KUMAR
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