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| # | Company | Status |
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| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹50 L
Closing Date
17 May 2021, 4:30 pmClosed
Er Rajan Gupta
Executive Engineer PWD RandB Const Divn No I Jammu
Providing and laying of WMM, 50mm thick BM, 25mm and 30mm thick SDBC on following roads 1/ Road from Police Post Digiana Pully to Baba Balak Nath, Rani Talab (Amount Rs. 25.00 Lacs). 2/ Roads in Hazipura and Shanti Nagar (Amount Rs. 25.00 Lacs)
2021_PWDJK_123968_4
Short e-NIT No CD-I/09 of 2021-22 Dated 06-05-2021
Open Tender
Civil Works
Item Rate
45 days
Police Post Digiana Pully Rani Talab 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
20 May 2021
8 May 2021
18 May 2021
8 May 2021
17 May 2021
8 May 2021
12 May 2021
Amount
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in all kinds of soil.
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 including tack coat 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).
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. 30mm compacted thickness including tack coat 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).
Paramount Associates and Engineers
Triple s Associates
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