Maintenance/Upgradation of Roads at I.A chakeri-II Distt. Kanpur Nagar

Amount

Earth work in excavation in cutting or in embankment in soil mixed with mooram shinghal kankar etc excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment in 20 cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.50 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30.00 m distance and also including cartage of earth out side of Industrial Area.

Construction of Granular Sub Base by Providing Coarse Graded Material, spreading in uniform layers with motar grader on preapared surface, mixing mix in place method with Rotavator at OMC, and compacting with Vabratory Roller to achieve the desired Density complete as per Clause No - 401 and also supply of all material labour and T&P etc as required for proper completion of the work.

Providing, Laying, Spreading and Compacting Graded Stone Aggregateto Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/ base course on well preapared surface and compacting with Vibratory Roller to achieve desired density and also supply of all material labour and T&P etc as required for proper completion of the work.

Providing and laying 75 MM Dense Graded Bituminous Macadam with 100-120 TPH Hot Mix Plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with Bituminous binder @ 4.50% of the mx, tronsported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clause 501.6 and 501.7 to achieve desired compaction, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Providing and laying 40 MM thick Bituminous Concrete with 100-120 P TPH batch type HMP prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder @ 5.4 to 5.6 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specificatio Clause no -509, including tack coat complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.

Earth work in excavation in cutting or in embankment inordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment in 20 cm layers, including dressing and ramming the surface to the required slopes, gradients and levels and also including 1.50 m lift & 30.00 m lead. The earth from cutting to be used in making embankment or as a spoil bank with in 30.00 m distance and also including cartage of earth from out side of Industrial Area.