01/EE/2020-21

Amount

Earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50M in depth and earth work in embankment to be in 20cm. Layers including remming and dressing 1.50M lift and 30M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M distance as directed by the Engineer Incharge. (Including royality) (S.I.No.: 253(a)

Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam Grade-3 specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density, as per Latest Morth & H specification.

Providing and laying tack cote with V.G.10 using bitumen distributor @ of 0.30 kg per sqm on the perpared granual serface treeted with primer clined with hydrolic broom as per tech. specification clause 503.

20mm thick Open-Graded Premix Carpet using Bituminous (penteration grade/modified bitumen) Binder-Providing, laying and rolling of open-graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6mm aggregates either using viscosity grade bitumen (SS-1) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeld roller 8-10 tonne capacity, finished to required level and graded to be followed by seal coat as per Lates MoRT&H Specification.

Providing and Laying seal coat by mannual means with V.G.-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using type C as per Latesr MoRT&H specification

Brick lining on both side of the road of M-150 bricks 7cm wide 11cm deep, laid with mud mortar including labour & supply bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-Incharge (S.I.765)

mamber singh

BALAJI TRADERS

M/S G R D CONTRACTOR AND SUPLIER