PROVN OF 65 MTR SERVICE ROAD WITH HARD STANDING (30 X60) CONNECTING WITH CREW ROOM OF HELIPAD AREA TO STN CONTROL ROOM OF HQ 50 (I) PARA BDE NEW KLP UNDER GE (EAST) AGRA

Amount

Surface excavation n. exc. 30 cm deep and averaging 15 cm deep and getting out in soft / loose soil including cutting to required gradient and camber as for formation of roads / berms 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 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 kerb stone of roughly squared stones of lime or sand of size 15 cm x 30 cm dressed so that the maximum depression from a straight edge held against the dressed surfaces shall not exceed 6 mm for top and exposed surfaces of sides and 20 mm for the rest of surfaces jointed in cement mortar 1:6 and struck flush complete all as specified and directed.

M&L for moorum / red bajri filling in road berms /floor / pavingslaid in layers n. exc. 15 cm thick spread leveled and rammed including watering and all ramming to the required level of surface complete all as specified and directed.

M&L 100 mm thick cement concrete (1:4:8) type D-2 (using 40 mm graded stone aggregate) as in sub base of flooring / hard standing finishing surface even and rough using broom finish complete all as specified and directed.

M&L for 60 mm thick precast PCC interlocking coloured paver rubber moulded block factory made of grade M-35 single layer monolithic high densiy manufactured by electro vibro hydraulically operated block making maching conforming to IS -15658-2006 laid and jointed over and including 25 mm thick sand cushion layer complete all as specified and directed.

Supply only fine aggreegate (sand) for laying floor finishes complete all as specified and 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.

C P Singh and Co

Gupta Automobiles

m/s shanti consruction co

M/S Solanki Brothers