Special Repair to certain internal roads near YOs block and WB 15 of MCTE under GE MCTE Mhow

Amount

M&L for preparing surfaces of existing black top surface with wire brushes for removing caked mud etc and sweeping with brooms and finally fanning to clean the surfaces with gunny bags to remove all loose dirt etc and M&L for applying evenly a priming coat/tack coat with hot pressure spray using RS(rapid setting) bitumen cationic emultion conforming to IS-8887/ASTMD -2397 @ 2.5 kg/10 Sqm over bitumious maccadam /Black top surface and M&L for premixed hot mix Asphaltic Semi Dence Concrete using 6% binder content (VG-30 Grade paving bitumen) by weight of total mix and with thickness of 30 mm (consolidated Thickness) including rolling with 8 to 10 tonne power road roller to uniform and smooth surface and consolidation to required gradient and camber all as specified and directed.

Note1 : Cement shall be used as filler at mininum 2% by weight of total mix in event of variation in design mix the percentage of filler content shall be on plus side adopted. (b)SDAC shall be as per MORTH specification Note2: - (i) Laying shall be done by means of self-propelled mechanical paver, finishing with electronic sensor and hydraulic controls with suitable speed and capable of laying, spreading, tamping and finishing. (ii) Mix shall be obtained from computerized hot mix plant and spreading shall be done by using mechanical paver only) (iii) The mix shall be designed by job mix formula and approved by GE. (iv) Cost of testing charges, materials and transportation etc for job mix formula and Independent testing during execution of work shall be inclusive in the unit rate quoted and no extra payment shall be made on this account.

M&L for marking lines, dashes, arrows, letter etc 15 cm wide on bituminous surface with retro reflective thermoplastic road marking paint with reflector sing glass beads @ 250 gms per sqm area conforming to MOST & BIS specification ,of thickness 2.50 to 3.00 mm thick of colour white/golden/yellow as approved by GE and applied by using automatic road making spray machine as per manufactures instruction including preparation of surface ie cleaning of surface by removing all dust ,dirt,oil grease etc complete all as specified and directed

S & F in repair Solar delinator made of polycarbonate and ABS Body. The delinator is mounted on steel pipe of heigh 1000mm and outer dia of 50mm with an anti wire mesh provided over it for extra protection bothe the pipes and the wire are fuly powder coated height-165mm, dia-95mm, delinator area 90 x 90mm comprises of super bright LEDs which gives 360 degrees viewng. Solar Panel-2.5V, 120 mm (Approx) 1.25 V rechargable battery-01 Nos. Make dark eyes.NOTE : 1. Excavation, removal of surplus soil and size of pcc pit is 200mm x 200mm x 200 mm filled with pcc 1 :2:4 type B-1. rate quoted shall be included above. Make - Dark Eye /3M/Alcolite/solar/SUNEYES

S & F in repair Cat Eye as (Road Stud) of DA 53 (Aliminium) . The body of the stud should be made of heavy duty aluminium body. Two reflectors made out of PMMA material are fitted in the body of the stud to give maximum night time visibility. The road stud is dyamically designed so that it can bear maximum load. The road stud is fittef with shank in order to increase the strenght. Dimensions 105 x 100x 22mm with a shank of 50mm. Make - Dark Eye /3M/Alcolite/solar/SUNEYES

M & L for PCC (1:2:4), type B-0, using 12.5mm graded stone aggregate) as in bed block/coping/mud stops rounded or chamferred complete all as specified and as directed

M&L for 100mm thick PCC (1:3:6), type C-2, using 40mm graded stone aggraegate as in sub base, floor and paving complete all as specified and directed.

M & L 60mm thick Machine pressed rubber moulded precast concrete interlocking paver block glossy look any shape and size confirming to IS 15658 2006, M-35 grade with grey coment and pigment laid over and including 40mm thick sand cushioning laid dry to the profile all as specified and as directed (Make :- Mehatab Tiles, NITCO tiles ,Metro tiles, Dayal shri Processors)

Surface excavation n exc 30cm deep and averaging 30cm deep and removing surplus soil to a distance n exc 50m complete all as specified and directed.