PROVN OF BLACK TOP ROAD FROM STP TO KILL HOUSE (APPROX LENGTH 370 RM) AT BP LINES OF 29 PARA UNDER GE (EAST) AGRA

Amount

Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil complete all as specified and directed.

Rolling and consolidation formation surface with 8 to 12 tonne power road roller including filling in soft spots, depressions etc which occur during rolling (for portion coming in cutting / original ground only) to required camber and gradient etc including watering before or during rolling complete all as specified and directed.

M&L for soiling(or sub base) of granite, trap or basalt stone 150 mm thick (spread thickness) with broken boulders or quarred stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

M&L for 150 mm thick water bound macadam (compacted thickness) with graded stones aggregates (lime / sand stone, flint or quartzite) in two layers, each 75 mm thick of grading 2 (63 mm to 40 mm size) for first layer and of grading 3 (50 mm to 20 mm size) for second layer, spread, watered, rolled with 8 to 12 tonne power road roller to form true surface, blinded and consolidated to required gradient and camber and super elevation complete all as specified and directed.

M&L for moorum filling in road berms laid in layers n. exc. 15 cm thick spread leveled and rammed including watering complete all as specified and directed.

M&L for preparing un-surfaced water bound macadam surfaces by brushing with wire brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc, applying evenly a priming / tack coat with bituminous primer VG-10 @ 10 Kg / 10 Sqm of road surface and laying bituminous premix asphaltic semi dense design mix asphaltic concrete 40 mm thick with (VG-30) and 5.5 % binder content by weight of total mix with paving bitumen, applied and rolling and compacted to required camber and gradient with 8 to 12 tonne power road roller and laying with mechanical paver and mix shall be procured from hot mix plant complete all as specified and directed.

M&L for preparation of road surface and applying thermoplastic reflective paint for marking of minimum 2.5 mm thick single coat as a centre line or edge line etc, road marking of 150/100 mm width using "HOT MARK" thermo plastic paint (Hot application) white / yellow by indigenous modern propelled road marking machine as directed including all ingredients such as binder, glass beads, titanium dioxide, calcuim carbonate, inter filler etc, thermoplastic requirement for glass beads shall be confiming to BS-6086 of MOST/OSCAR specification including spraying of glass beads etc complete all as per manufacturer's instructions and as directed.

M&L for removing excavated material (soils) to a distance not exc. 50 m and depositing where directed a level not exc. 1.5 m above the starting point complete all as specified and directed.

S&F of dual directional reflective cat eype of impat resistant plastic 100 x 80 x 15 mm ultra violet resistant yellow colour having micro prismatic / cube corner reflectors suitable for fixing with epoxy / bitumen adhesive complete all as specified and directed.

S&F solar flasher / delinator pole mounting with protective cover and pole made of aluminium and poly carbonate powder coated MS pipe 50 mm dia, height 1000 mm base size in mm 75 x 80 model No. AK-967 AKTION fixed on the ground after necessary excavation and earth work in any type of soil embedding the delinators on the ground with and incl PCC (1:2:4) type B-1 using 20 mm graded stone agg (min PCC block size 200 mm x 200 mm x 200 mm) for proper grouting complete all as specified and directed Make AKTION / Road Star or equivalent model of other make as approved by GE.

M&L for continuous brick edging (with width equal to the width of the bricks) of whole burnt old size sub class 'B' bricks and laid dry on end vertically including embedding in ground temping around bricks and removing surplus soil to a distance n. exc. 50 mtr and deposited where directed at a level n.exc. 1.5 m above the starting point complete all as specified and directed.

M/S OMKAR SINGH YADAV

Gupta Automobiles