PROVN OF BLACK TOP ROAD (300 MTR) TO EQUINE SPORTS MEDICINE CELL AND E AND AMF OF RVC CENTRE AND COLLEGE GE (NORTH) MEERUT CANTT

Amount

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in soft/ loose soil surfaces formed to required slope, gradient, camber and super elevation etc complete all as specified.

Removing excavated material ( soils) not exceeding 50m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified.

Rolling and consolidating formation surfaces in cutting with 8 to 10 tonne power roller complete to required levels, gradient, slopes, camber and super elevation including filling depression with and including approved earth which may occur during rolling complete all as specified.

M&L Continuous brick edging; with width equal to the width of the brick; of whole old size sub-class 'B' fly ash bricks, laid dry on end vertically complete all as specified.

M & L for 150 mm thick spread thickness soling (or sub base) with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 10 tonne power roller complete all as specified.

M & L 150mm thick (7.50 cm thick each layer compacted thickness) Water Bound Macadam (WBM) with granite, trap or Basalt, coarse aggregate of grading 2 (63mm to 40mm size), spread, rolled and consolidated to gradient and camber required all as specified. (Area of consolidated thickiness of 150mm thick shall only be measured as single layer and it will not be measured in two layers) separately.

Preparing unsurfaced water bound macadam top surfaces by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dirt etc complete all as specified.

M&L applying evenly a priming coat with VG-10 grade bitumen at 10Kg/10 Sqm all as specified.

M&L Bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content (VG-10) by weight of total mix using bitumen of grade VG-10 by mechanical paver, rolled and compacted to required camber and gradient complete all as specified.

M&L for cleaning the road surfaces of dirt, oil grease spots and foreign materials etc and applying 2.5 mm thick hot applied thermoplastic retro reflective road marking with extrusion method in uniform thickness and width with glass beads as per clause 803 of MOST specification including cleaning of road surfaces complete all as specified and directed.

Maa Vaishno Enterprises

M/S Juneja Construction Pvt Ltd