CONSTRUCTION OF APPROACH PCC PATH ROAD FOR SWT 30 AND ROAD FROM GOLF I TO HELIPAD 7 AND 8 AT AF AIRFORCE STATION TAMBARAM

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in hard/dense soil including rolling and consolidating formation surface in cutting by using power roller exceeding 5 tonne and not exceeding 8 tonne capacity including watering and consolidated to required camber and gradient all as specified and directed by Engineer-in-charge

Removing excavated soil to a distance exceeding 1.50 km but not exceeding 5 km and depositing where directed at a level not exceeding 1.5 m above the starting point.

M&L for hardcore with broken granite stone of gauge not exceeding 63 mm deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface.

M&L for plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate 75mm thickness as in sub base ,path and the like etc ,finished even and fair including necessary form work if required complete all as specified and as directed

M&L for plain cement concrete 1:2:4 type B2 using 40mm graded stone aggregate 100mm thickness as in sub base ,path and the like etc including necessary form work if required and spike rolling to surface or making impressions of expanded metal whilst the concrete is green complete all as specified and as directed

M&L for forming joint 10mm wide x150mm deep ,filling with bitumastic gola,with 80/25 bitumen and coarse sand mixture 1:3 by weight complete all as specified and as directed by Engineer-in-charge

vrk constructions

kcs builders

DJ Group

M/s. V. BAKTHAVATSALAM & CO