Tender For Mlalad Works 8443 Deposit Works Improvement Of Main Road In Jeevan Park , Siraspur By Laying Mastic In Badli Ac, Civil Division Vii Ifcd Rohini Office Complex Sect-Delhi
TDR : 22450974
Tender Notice
BOQ
Expired
Civil Division Vii Ifcd Rohini Office Complex Sect
Delhi
Tender For Mlalad Works 8443 Deposit Works Improvement Of Main Road In Jeevan Park , Siraspur By Laying Mastic In Badli Ac
Name of Work: MLALAD Works. (H.O.A:- 8443-Deposit Works). Sub Work:- Improvement of main road in Jeevan park Siraspur by laying Mastic in Badli AC.
Sl.No.
Item Description
Item Code / Make
Quantity
Units
1
1
Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.With rapid setting bitumen emulsion On W.B.M / W.M.M. @ 0.4kg/sqm
11445
Square metre
2
2
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 capacity.
858
Cubic metre
3
3
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 @ 0.25kg/sqm sqm
11445
Square metre
4
4
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 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.
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