Renewal of BT surface road atMUNICHALAI ROAD (ISMAILPURAM 12TH STREET TO KAMARAJAR SALAI)115043R04832Ismayilpuram 12th

Charges for Cutting the BT Surface to 5 to 7 cm depth using Milling Machine conveying the milled waste materials to atleast for 20 km distance including hire and running charges for the machine. Conveyance charges. Unloading at unobjectionable place. cleaning the milled surface as to avoid slippery including all other incidental and unforeseen items etc, complete as per the direction of the departmental officers

Providing and laying Tack coat of 2 kgs/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 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 aggregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tones 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 labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor 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 30/40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen and 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 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., including labor charges for loading bitumen in to bitumen tank and metal to feeder unit, labor 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 507 of MORTH Rev-5 specifications.

Road Marking with hot applied thermoplastic compound with reflectrising glass beadsd on bituminous surface providing and laying of hot applied thermoplastic compound 205mm thick including reflect rising glass beads @ 250gms per sqm area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level uniform and free from streadks sdand holes etc., complete.per MORT & H Specification)

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