PROVN OF BITUMINOUS ROAD UNDER GE (WEST) AGRA

Amount

Surface excavation n. exc. 30 cm deep and averaging 27.5 cm deep and getting out in any type of soil including cutting to required gradient and camber as per formation of raod forms complete all as specified and directed

M&L for removal of surplus soil to a distance exceeding 1.50 Km but n. exc. 5.00 Km and depositing where directed at a level not exceeding 1.5 M above the starting point complete all as specified and directed.

Rolling and consolidation of formation surface of road with 8 to 12 tonne power road roller including filling in depression which occur during the process of rolling of formation to required level, gradient camber and super elevation including necessary watering & filling and well ramming complete all as specified and directed.

M&L for soiling(or sub base) of granite, trap or basalt stone 200 mm thick (spread thickness) with broken boulders or quarred stone, inter stices filled, surface formed and rolled and consolidated to required gradient and camber with 8 to 12 tonne power road roller complete all as specified and directed.

M&L for 150 mm thick (compacted thickness two layers 7.5 cm thick each layer) WBM with coarse aggregate of grading 2 (40 mm to 63 mm) or grading 3 (50 to 20 mm size) aggregate (granite, trap or basalt) spread rolled and consolidated required gradient and camber with 8 to 12 tonne power road roller complete all as specified and directed.

M&L for preparing of unsurfaced WBM surface by 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 tack coat of paving bitumen VG-10 @ 10 Kg per 10 Sqm & provision of laying bituminous premix asphaltic semi dense concrete 40 mm consolidated thickness with 5.5% binder content by weight of total mix, (Paving bitumen VG-30) rolled and compacted with 8 to 12 tonnes power road roller to required camber and gradient complete all as specified and directed. Note :- (a) Premix concrete shall be mixed in hot mix plant, transported from plant to work site and laid / spread by means of mechanical paver. (b) Contractor shall quote his rate on this basis of binder as mentioned in above item if there is any variation in the actual binder content used, the rate shall be adjusted lower side of binder used however no price adjustment shall be made if the binder content works out to more than as specified in Sch 'A'

S&F for moorum / red bajiri filling in floors or pavings laid in layers n. exc. 15 cm thick, spread, levelled and well rammed including watering complete all as specified and directed.

M&L for precast cement concrete 1:2:4 type B-1 (using 20 mm graded stone aggregate) as in kerb stone set in CM 1:4 including use & waste of form work 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 specified and as directed.

S&F plastic speed bumb of ABS material speed beaker / rubber rumbler of size L 250 mm x W 350 mm x H 50 mm fixed with metalic bolt of suitable size embedded in epoxy as per manufacturer's instructions complete all as specified and directed. Make - OS 792 (OSCAR) or equivalent model as specified make as approved by GE. Note:- Holes in road shall be drilled with drill machine and necessary cleaning of hole shall be done with blower prior to install the road stud .

S&F safety traffic safe PVC unbrakable convex mirror (24 inch size) made of poly carbonate / ABS / Fibre including fixing arrangements, fixed to MS pipe 50 mm dia and 1.5 mtr high from ground level, duly painted with two coat of synthetic enamel paint over a coat of red oxide primer and embedded in ground with and including PCC 1:2:4 type B-1 (using 20 mm graded stone aggregate), excavation, returning, filling, removal etc of size (0.5 x 0.5 x 5 m) complete all as specified and directed. Note :- The rate for excavation, removal of soil & PCC complete shall be included in above quoted rate.

M&L for 100 mm thick hardcore of gauge n. exc. 63 mm, deposited, spread and levelled in layers in exc. 15 cm thick watered and rammed to a true surface complete all as specified and directed.

M&L for sand cushion for interlocking paver block complete all as specified and directed.

M&L for machine pressed precast cement concrete interlocking paver block any shape and size conforming to IS-15658-2006 of 80 mm thickness M-40 grade with grey cement and pigment including rubber moulded finished laid over 25 mm thick sand cushion complete all as specified and directed. (Sand cushion shall be measured & paid separately under item No.13

M&L for providing, cement concrete 1:2:4 type B-1 (20 mm graded stone aggregate) as in roof kerbs, of mud stops, rounded or chamfered on edges in lintels upto 1.5 m clear span, cills, steps, seismic and other similar bands, plinth course, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex / stones, bed plats, kerbs not provided for in item 04028, water troughts and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and directed.

C P Singh and Co

Gupta Automobiles

Attar Singh and Sons

M/s J S & SONS

M/s S. K. Construction Co.