Road works under TURIP for the year 2025-26

Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square 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-5 Specifications

Providing and laying tack coat of 2kgs/10 sqm over the BT surface treated with binder using 2 kgs of bituminous Emulsion (RS) for 10square 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 Specifications

Providing and laying 50mm compacted thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 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 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

Providing and laying Bituminous concrete to 30mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm and below metal by adding the shredded Plastic 10 % of Bitumen Quantity 4.02 (50.30 x 10 %=5.03 kg ) shredded Plastic waste collected from Municipal Garbage over the aggregate heated to 170 C in central Hot Mix plant mixed well with 46.28 kgs of Hot bitumen VG 30 (160 degree Celius ) 60/70 for Premixing per 10 Sqm to lay 30 mm Compacted thick of Bituminous Concrete including cost of materials and Conveyance of all materials CMP site heating the Bitumen and aggregates to the required temperature and mixing the minimum reqiuired temperature in central hot mix Plant for 20-30tonnes capacity conveyaning the mix tipper trucks to Paver site Spreading the mix required temperature for Uniform thickness of 30 mm width mechanical paver to specfied grades and cross section consolidated by 80 -1100 KN Vibratory rollers/Pneumatic Roller to the required density etc.., including labour for loading bitumen tank and metal to feeder unit labour for attending to paver site etc.,, including hire charges and fuel charges for 20-30 t CMP with bitumen boiler tipper trucks paver finisher /9 m paver finisher vibrate Pneumatic rollers all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.