Formation of BT Surface at Chinnamettupalayam 1,2 and 3rd cut in ward no 04, North zone.

Earthwork Excavating and depositing on bank with initial lead of 10m & initial lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil sandy loam and ordinary soil including excavated earth

Removal of Excavated Excess Earth away from the site to 2 K.M including loading and transportation charges etc, complete as per directed by the departmental officers

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 clause 406 of MORTH Specification

Providing and laying of Prime coat using Emulision Bitumen at the rate 7kg Per 10sq.m the WMM Surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10 square 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 of Prime coat using Emulision Bitumen at the rate 2.5 kg Per 10sq.m the WMM Surfacetreated with primer using 2.5 kgs of bituminous Emulsion (RS) for 10 square 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 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 Bituminous concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50- 2.36mm and 0.26 cum of 2.36 and below with 46.28 kgs of VG60/ VG70 bitumen,4.00 kg plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity , conveying the mix by tipper trucks to paver site , spreading the mix to uniform thickness of 40mm /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80- 10 tonne vibratory/ pneumatic roller to the required density etc., including labvour for attending to paver site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver finisher /9m paver finisher , vibratory / pneumatic roller 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 of MORTH Rev-5