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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
₹35.0 L
Closing Date
24 May 2021, 4:30 pmClosed
Er Rajan Gupta
Executive Engineer PWD RandB Const Divn No I Jammu
Improvement of road from Changia to Pindi Kudwal Chanana (2nd Call)
2021_PWDJK_124447_3
Fresh Short e-NIT No CD-I/13 of 21-22 Dt 15-5-21
Open Tender
Civil Works
Item Rate
35 days
Pindi Kudwal Chanana Jammu
Please refer to e-NIT/SBD
3 documents required · 3 mandatory
₹1,000
Yes
Executive Engineer PWD RandB Const Divn No I Jammu
Exempted
Jammu
1 Jun 2021
17 May 2021
25 May 2021
17 May 2021
24 May 2021
17 May 2021
20 May 2021
Amount
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge (including all leads, lifts and carriage complete).
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. 50mm–100mm 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 (including cost of tack coat, all leads, lifts and carriage complete).
Providing and laying semi- dense 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 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 as per directions 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 Drum Type Hot Mix Plant of 60-90 TPH capacity (including cost of tack coat, all leads, lifts and carriage complete).
TRB INFRATECH PVT. LTD.
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