Restoration of BT Surface at DR. Rajendra Prasad Road in Ward No 68 Central Zone. Package No.1

Charges for cutting the B.T. Surface to 5 to 7 cm depth using milling machine, conveying the milled waste materials to at least for 20km distance including hire and running charges for the machine conveyance charges, unloading at unobjectionable place, cleaning the milled surface as to acoid slippery including all other incidental and unforeseen item etc complete as per the direction of the departmental officers

Preparing the existing surface to laying the road to proper gradient and remove the loose soil without damgae the water supply and other pipes.The Rate including of all charges such as earthwork and remove the same away from the site etc, Complete as per the standered specification

Providing and laying Tack coat of 2 kgs/10 sqm over the existing BT surface treated with binder using 2kgs of bituminous emulsion for 10 square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc complete as per 503 of MORTH Rev V Specifications.

Providing and laying 50 mm consolidated thick Dense bituminous macadam using 0.24 cum of 26.5-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23 cum of 2.36 mm & below with 53.20 Kgs of VG30 / VG40 Bitumen for premixing per 10 sqm including cost and conveyance of all materials to CM P site, heating the bitumen and agregates to the required temperature and mixing the minimum required Temperature In central hot mix plant 2030 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN Vibratory Roller / Pneumatic roller to the required density etc., including | labour for loading bitumen in to bitumen tank and metal to feederunit, labour for attending to paver site etc., including hire charges and fuel charges for 20-30 t C M P with bitumen boiler, tipper trucks, paver finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plants required, including all other incidental charges etc., complete as per specification using C M P clause 505 of MORTH REV specifications

Providing and laying Bituminous Concrete to 4Qmm thick using 10% of Plastic Waste and 0.13 cum of 19.00 9.5O0mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 VWG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm  with ‘mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 2030t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, Vibratory/, Pneumatic rolier and all other tools and plant required, including fuel and all other incidental charges etc., complete as

Road marking with hot applied thermoplastic compound with reflectorising flass benads on bituminous surface providing and laying of hot applied termoplastic compound 2.5mm exclusive of surface applied glass beads as per IRC 35. The finished surface to be level uniform and free form streaks and holes.

Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic fens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavernent markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. Ill dt 11.06.97, The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/2mm and height not less than 30+/2 mm) from the body is to be a minimum value of 500 Kgf. complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280.