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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹45.5 LAccepted-Finance PURULIA | WEST BENGAL | 723101 | L1 | Accepted-Finance Accepted |
Tender Value
₹44.0 L
EMD Value
₹88,064
Closing Date
26 Oct 2022, 3:00 pmClosed
Executive Engineer, RCD,APWD, Wimberly Gunj
Executive Engineer, RCD,APWD, Wimberly Gunj
AR and MO District Road under RCD, Wimberly Gunj during 2022 23. S.W Improvement of District Road from Wimberly Gunj Junction to Kanyapuram culvert under Mannarghat Sub Division
2022_APWD_7575_1
NIT No. 45/EE/RCD/APWD/WG/2022-23
Open Tender
Civil Works - Roads
Item Rate
90 days
Wimberly Gunj
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹88,064
28 Oct 2022
7 Oct 2022
28 Oct 2022
8 Oct 2022
26 Oct 2022
15 Oct 2022
Amount
ROAD WORK
Providing and applying tack coat using hot straight run bitumen ofgrade VG - 10, including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as perspecifications :
On bituminous surface @ 0.50 Kg / sqm
Providing and laying bituminous macadam using crushed stoneaggregates of specified grading premixed with bituminous binder,transported to site by tippers, laid over a previously prepared surfacewith paver finisher equiped with electronic sensor to the requiredgrade, level and alignment and rolling with smooth wheeled, vibratoryand tandem rollers as per specifications to achieve the desiredcompaction and density, complete as per specificatons and directionsof Engineer-in-Charge.
50 to 100 mm average compacted thickness with bitumenof grade VG-30 @ 3.50% (percentage by weight of totalmix) prepared in Drum Type Hot Mix Plant of 60-90 TPHcapacity.
Providing and laying Bituminous concrete using crushed stoneaggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver finisher equiped with electronic sensor to the required grade,level and alignment and rolling with smooth wheeled, vibratory andtandem rollers to achieve the desired compaction and density as perspecification, complete and as per directions of Engineer-in-Charge.
40/50 mm compacted thickness with bitumen of gradeVG-30 @ 5.5% (percentage by weight of total mix) andlime filler @ 3% (percentage by weight of Aggregate)prepared in drum Type Hot Mix Plant of 60-90 TPH capacity.
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 infor all leads & lifts, laying in uniform layers with mechanicalpaverfinisher in sub- base / base course on well prepared surfaceand compacting with vibratory roller of 8 to 10 tonne capacity toachievethe desired density, complete as per specifications anddirections of Engineer-in-Charge.
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Download all tender documents and submit your bid
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