TCMC - Providing BT Surface and CC Pavement Road Restoration Work at Ward No.26 in Tambaram City Municipal Corporation

Preparing the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.

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 BM 50mm compacted thick Dense Bituminous Macadam using 0.24cum of 26.50 – 13.20 mm, 0.25cum of 13.20-2.36 mm and 0.23cum of 2.36mm & below and with 53.20 Kgs of VG30 / VG40 bitumen for premixing per 10 sqm 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 tonnes 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 20-30 tonnes 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 of MORTH Rev-5.

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00 – 9.50 mm, 0.17cum of 9.50 - 2.36 mm and 0.26cum of 2.36mm & below with 45.27 Kgs of 60/70 bitumen &50.30kg of plastic waste from garbage collected at free of cost (Total 50.30kg) and for premixing per 10 sqm 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 tonnes 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 8-10 tonnes Vibratory / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 tonnes 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 507 MORTH Rev-5.

Earthwork excavating for section and leveling with initial lead of 10m and initial left of 2m in sand, silt or other loose soil, Wet sand or silt rot under water, light cotton soil, sany loan and ordinary soil including excavated earth SS203

Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete complying with standard specification

Vibrated C.C.M 20 Grade (1:1.5:3) mix 65% of 25mm,25% of12mm and 10% of 6mm IRC size metal including cost and conveyance of all materials to site and including for the mixing, laying, watering,curing and compacting concrete, cost of form work, centering labour therefore including all leads of water vibration charges working in heights wherever necessary, cost premoulded expansion joints (Bitumen Pad),etc., and labour charges etc., complete as per standard specification