REPAIR TO ROAD AND ROAD SIDE FURNITURE FOR 509 ABW, MIL WING, SP LINE, GWALIOR ROAD, KB LINE, GE OFFICE, ARO, MP LINE ETC UNDER AGE B/R-II OF GE (EAST) AGRA

Amount

Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area not exceeding 400 Sqm and depth exceeding 50 mm and not exceeding 100 mm including removal and stacking complete all as specified and directed.

M&L for 75 mm thick (compacted thickness) WBM, with (granite, trap or basalt) coarse aggregate of grading 2 (63 to 40 mm size), spread rolled and consolidated to gradient and camber required by using 8 to 10 Tonne power roller complete all as specified and directed.

All as per item No.2 here in above but except material complete all as specified and directed.

Repairs to pot holes exc. 30 mm deep and area not exceeding 1 sqm each including sweeping free from dust and mud, or water, scoring sunken surfaces in roads, paths etc. cutting around edges to at least 25 mm in depth making good by applying tack coat at 5 kg per 10 Sqm, putting in premixed bitumen macadam, well rammed and sealed with binder 9.8 kg per 10 Sqm, blinded with 0.09 cum of stone chippings, 6.3 mm size and again well rammed (including supply of premixed macadam, binder and chippings) complete all as specified and directed.

M&L for preparation of unsurfaced water bound macadam top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally fanning the cleaned surfaces with gunny begs to remove all loose dirt etc & applying evenly a primer tack coat with bituminous primer using paving bitumen VG-10 @ 10 Kg per 10 Sqm complete all as specified and directed.

M&L for preparation existing black top surface by brushing with wire brushes for removing caked mud etc, sweeping with brooms and finally the cleaned surfaces with gunny begs to remove all loose dirt etc & applying evenly a primer tack coat with bituminous primer using paving bitumen VG-10 @ 5 Kg per 10 Sqm complete all as specified and directed.

M&L for laying bituminous premix asphaltic semi dense concrete 30 mm consolidated thickness with 5.5% binder content by weight of total mix, (Paving bitumen VG-30) rolled and compacted with 8 to 10 tonnes power road roller to required camber and gradient complete all as specified and directed. Note :- (a) Premix concrete shall be mixed in hot 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'

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.

3Krishna Enterprises

M/s J S & SONS

garg construction company

C P Singh and Co