Laying of Distribution System from Manda to adjoining areas of Dr. Akshay Kumar Ex- Corporator under Ward No. 8 under AMRUT

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth lead upto1 meter from cutting edge as directed: All kinds of soil

Providing and laying WBM GII with specified stone aggregate 63mm to 45 mm of size including stone screening 13.2 mm nominal size and binding material complete incl. sorting , spreading to template and consolidations with power road roller 8 to 10 tonne capacity.

Providing and laying WBM GIII with specified stone aggregate 53 mm to 22.4 mm of size including stone screening 11.2 mm nominal size and binding material complete incl. sorting , spreading to template and consolidations with power road roller 8 to 10 tonne capacity

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 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.50 to 100 mm 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

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On W.B.M. @ 0.75 Kg/sqm.

Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications.On bitumen surface @ 0.50 Kg/sqm.

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. 25 mm 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.

Disposal of excavated earth lead upto 10 Km

Engaged Flaged Man for the regularization of the smooth traffic during the execution of work.

Carriage of Material including loading unloading by Mechanical Means

Sand/Dust/Aggregates Below 40 mm for an average lead of 10Km by MT

Aggregates Above 40 mm for an average lead of 10Km by MT

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