PROVN OF 400 M INTERNAL ROAD FROM FSTS TO NEW IL SERIES HANGAR AT AATS UNDER GE (EAST) AGRA

Amount

Surface excavation n.exc 30 cm deep and averaging 25 cm deep and getting out in soft/loose soil including cutting to required gradient and camber as for formation of roads/berms all as specified.

Rolling and consolidating formation surfaces with 8 to 12 tonne power 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.

Soling (or sub base) with broken boulders or quarried stone 150mm thickness, inter sticesfilled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and directed.

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

Applying evenly a priming/tack coat with bituminous primer at 10 kg per 10 sq metre over WBM surface complete all as specified and directed.

M&L for premixed bituminous macadam using paving bitumen of VG-30 grade with binder content 4% by weight of total mix and complacted to required gradient and camber laid by mechanical paver (consolidated thickness 50 mm or less) with 8 to 10 tonne power vibrator road roller etc complete all as specified and directed. Note :- (a) Premix concrete shall be mixed in hot mix plant by using design mix and transported from plant to work site and laid / spread by means of mechanical paver. (b) Contractor shall quote his rate on this basis as metioned in baove item if there is any vatiation in the actual binder content used, the rate shall be adjusted lowerside of binder used however no price adjustment shall be made of the binder content percentage is more as specified above.

Applying evenly a priming/tack coat with bituminous primer at 5 kg per 10 sq metre over black top surface complete all as specified and directed.

Material & Labour for 30 mm thick (consolidated average thickness) bituminous premix asphaltic semi dense concerete with 5.5% % binder (of paving bitumen VG-30) content by weight of total mix, rolled & compacted with 08 to 10 tonne power road rolled to required camber and gradient complete all as specified and directed (Laying of bituminous premix asphaltic semi dense concrete with mechanical paver) complete all as specified and directed. Note :- (a) Premix concrete shall be mixed in hot mix plant by using design mix and transported from plant to work site and laid / spread by means of mechanical paver. (b) Contractor shall quote his rate on this basis as metioned in baove item if there is any vatiation in the actual binder content used, the rate shall be adjusted lowerside of binder used however no price adjustment shall be made of the binder content percentage is more as specified above.

M&L for preparation of road surface and applying thermoplastic reflective paint for marking of minium 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 indenous modern propelled road marking machine as directed including all ingredients such as binder, glass beads, titanium dioxide, calcium carbonate, inter filler etc, thermoplastic requirement for glass beads shall be conforming to BS-6086 of MOST specification including spraying of glass beads etc complete all as per manufactures instructions and as directed by Engineer incharge

Supply and fix in repair solar cat eye aluminium alloy shall (100% water proofing design according to IP 67) of size 125 mm x 125 mm x 25 mm (shank 65 mm) of high efficiency mono crystalline solar panel 2.4 V / 0.3 watt one Ni-mh or NI-cd rechargeable battery (1.2 V / 1600 MA) consisting of 06 Nos super bright LED with 10000 to 18000 mcd completed as per manufactures instructions etc. complete all as specified and directed. Make DA-110 (Dhruv) of dark eye or equivalent.

Supply and fixing metal tubular dealineator made out of ABS round body fitted with 2 Nos 65 mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600 mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25 mm wide strips with anti theft steel net for reflector protection including embedding in PCC 1:2:4 (150x150x300mm) type B1 complete all as specified and directed.

Supply and fixing in repair convex mirror 80 CM fix to 50 mm dia MS pipe including stand / padestal embedded in PCC block 1:2:4 type B-1 (using 20 mm graded stone aggregate) size 45 x 45 x 60 cm and including necessary earth work & form work complete all as specified and directed.

M&L for Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and directed.

M&L two coats of synthetic enamel paint over a coat of primer on new concrete /kerb surfaces stone including prepartion of surfaces complete all as specified and directed.

Excavation in trenches not exceeding 1.5 M wide and not exceeding 1.5 M in depth for foundation, manholes, etc n.exc 10 Sqm plan and getting out in soft/loose soil complete all as specified and directed.

M&L for reinforced concrete pipe of 300 mm bore, class NP 3 with one collar per lenth of pipe, laid in trenches and jointed in cm 1:1 complete all as specified and directed.

M&L for Plain Cement Concrete Type C2 1:3:6 (using 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.

Returning, filling in, including spreading, leveling, watering and well ramming in layer n.exc 25 cm thick in each layer all as specified and directed.

Removing of surplus soil excavated materials to a distance exceeding 50 M but not exc 100M and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.

Rahul Construction Co (BID ID -3152747)

Attar Singh and Sons (BID ID -3153349)

M/S OMKAR SINGH YADAV (BID ID -3158014)

HARI BUILDERS (BID ID -3153139)