LABOUR CHARGES FOR CONSTRUCTION OF PRIMIX BUTUMINIOUS FROM KM. 6.430 TO 9.170 AT WIDENING AND STRENTHENING OF SERVICE ROAD MAKING PUCCA METALED ROAD JANLA DY. BELAN CANAL DIVISION ALLAHABAD

Amount

Labour charges for construction of granular sub-base by coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORT&H specification clause 401 complete in all respect.

Labour charges for laying, spreading and compacting graded stone aggregate to wet mix macadam 7.5 cm. compacted as per specification including premixing the Material with water at OMC in wet-mix-plant, carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibraty roller to achieve the desired density complete as per MORT&H specification clause 406 complete in all respect .

Labour charges for applying primer coat with bitumen emulsion on prepared surface of granular base including clearning of road surface and spraying primer at the rate of 0.75 kq/sqm

Labour charges for laying 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, transported to site, laid over a previously prepared suracer 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 the desired complaction as per MORT&H specification clause 504 complete in all respect.

Labour charges for applying tack coat with emulsion using medimum setting emulsion by emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bitumenious surface cleaned with mechanical broom. For S.D.B.C.

Labour charges for laying semi-dense bituminous macadam with 100-120 TPH batch type HMP producing and average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bitumenious binder @ 5 % of mix and filler transporting 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 the desired complaction as per MORT&H specification clause 508 complete in all respects.

Shifting of matrierals from Central store to at site repair & shifting of Km Stone, Hectometer etc.

S/F of Sign board cauction board Village board etc.

GST extra as applicable

M/S VINOD KUMAR

M/S RAM ASRAY GUPTA CONTRACTOR