IRQP KE ANTARGAT BHOJPUR ROSHANPUR TANDA ROAD KM 1 TO 10 MAIN SATAH SUDHAR KA KARYE

Amount

Providing, laying, spreading and compacting graded stone aggregate to 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 prepared surface and compacting with vibratory roller to achieve the desired density including all labour, material, labour cess, T&P etc complete but excluding GST.

Providing and applying Tack coat with VG-10 Bitumen over Bituminous surface at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic ar per Technical Specification Clause 503. including all labour, material, labour cess, T&P etc complete but excluding GST.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.including all labour, material, labour cess, T&P etc complete but excluding GST.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including all labour, material, labour cess, T&P etc complete but excluding GST.

Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter(20") depth and earth work in embankment to be in 20 cm. (8") layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M(5ft.) lifts and 30M (100ft.) lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30M(100ft.) distance as directed by the Engineer-in-charge. S.I. No. 253 including all labour, material, labour cess, T&P etc complete but excluding GST.

M/S M.A. ASSOCIATES

M/s M.N. Builders.

Iqbal construction company

MOHAMMAD HANEEF CONTRACTOR