Macadimazation of Dhobiwan inner links incl. green valley colony.

Providing / laying RCC pipes in proper position including trench excavation to required width and depth incl. providing required cushion complete job in all respects incl. all carriages / leads & lifts, incidental and consequential costs complete (work to be executed as per relevant IS codes and as directed at site) 18"dia

Providing / laying RCC pipes in proper position including trench excavation to required width and depth incl. providing required cushion complete job in all respects incl. all carriages / leads & lifts, incidental and consequential costs complete (work to be executed as per relevant IS codes and as directed at site) 15"dia

Providing and laying to level and slop MS pipes 200mm diameter including earthwork in excavation to required depth, loading / unloading, providing proper cushion including all carriages complete job

Supply and filling of Nallah muck/ GSB incl. watering, ramming and consolidation with 8-10 tone capacity Road Roller incl. all carriages / leads & lifts, incidental and consequential costs complete (work to be executed as per relevant IS codes and as directed at site).

P/L water bound macadam base course with quarry crushed stone aggregate 63-45mm size stone screening 13.20 mm size and binding material as per MORTH specificatioin including screening, sorting spreading to template and consolidation with PRR of 8 to 10 tonne capacity incld. Carriage of quarry crushed stone aggregate and stone screening, stone duist from approved source upto site of work complete (Finished work to be measured) 75mm compacted thickeness including all carriages involved.

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

Providing and applying tack coat using hot straight run bitumen of grade – VG-10, 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 WBM surface @ 0.75 Kg/ Sqm

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. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

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- 10 @ 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

Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.