Providing of BT Road Surface to Moovendhar Nagar Pillaiyar Koil Street-015017R414, Moovendhar nagar 2nd street-015017R411, Moovendhar nagar 1st street-015017R412, Abirami Nagar Main Road-015012R924, OTHAVADAI STREET-015015R457, LKB Nagar 1st street-

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

DBM ( Grade-II ) 50mm Thick Using VG30 Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.20 mm 0.25 cum of 13.2-2.36 mm and 0.23 cum of 2.36 mm & below with 53.20 kgs of VG30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen agregates and mixing them in the required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to work site,spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / pneumatic roller to the required density etc.,including labour charges for attending to paver at site etc., including hire and fuel charges for 20-30ton 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 as per specification using C M P as per clause 505 of MORTH Rev-5

BC 30/40mm Thick ( Grade-II ) 50mm Thick Using VG40 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50 mm 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 mm & below with 47.28 kgs of VG30 bitumen & 3.02Kgs of waste Plastic 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 to uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory roller to the required density etc., including labour attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5

Chipping of concrete and roughening the surface including 1.00sqm all Charges etc complete as directed by departmental Engineer (W-0036) (PWD SOR 2025-26

Vibrated cement concrete M20 ( design mix ) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site and cost for work and centering soft water labour charger for mixing transporting , vibrating and compacting finishing and work concrete , working at height , hire charges for hire charges tools and plants, including all other incidental charges etc, complete as per standard specification

Providing and fixing Bitumen Pad 12mm thickness including cost of material and fixing charges etc complete as directed by departmental Engineer conveyence of expansion joints including shalimar pad and joint sealent etc, complete as per standard specification (m-0660)

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