Formation Of Earthern Road to New BT Surface at Ward No 08 Kamaraj Nagar Road in Gudalur Municipality

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum

Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900

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 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.

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.

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