CONSTRUCTION OF BITUMINOUS APPROACH ROAD FOR V.R.B AT KM. 0.350, KM. 1.600 AND KM. 3.200 OF TARARA MINOR UNDER M.G.C. PROJECT STAGE II IN DIST AMROHA

Amount

Construction of Granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rolavator at OMC, and compaciting with vibratory roller to achieve the desired density, complete as per clause-401

Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam (WBM) G-2 specification including spreading in uniform thickess, hand packing, rolling with 3 wheeled steel/vibrotory roller 8-10 tonnes in stages to proper grad.

Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam (WBM) G-3 specification including spreading in uniform thickess, hand packing, rolling with 3 wheeled steel/vibrotory roller 8-10 tonnes in stages to proper grad.

Brick Edging 7cm on both side of the roadfirst class brick on edge laid with mud mortar including labour and supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by engineer in charge.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying bitumen at the rate of 0.75 kg/sqm using mechanical means.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom.

Providing, laying and rolling of open-graded permix surfacing of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve to as wering cours on a previously preparared bace, including mixing in a suitable, plant, laying and rolling with a smooth wheeled roller 8-10 tonne capcity finished to required level and grades.

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B coats

Dismantling brick on edge on kharanja dry i/c carriage of material by head load at constructed site i/c all labour cost etc from site as directed by sub division officer engeneer in charge

Earth work in cutting or in embankment in ordinary soil , excavation to be in the form of regular pits and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to the required levels and slopes and also including 1.5 mtr lift and 30 mtr lead the earth from cutting to be used in making embankment or to be deposited as spoil bank with in 30 mtr distance as directed by engeneer in charge for distributries , drain , escape and minors

Laying of dry bricks on edge soling or service road both side of vrb and other place use as on edge including cost of all material , labour and t&p required for proper copmlition of work .

M/S SAVERA BUILDCON (BID ID -4955675)

RAJENDRA SINGH CONTRACTOR (BID ID -4953435)