Improvement BT Surface at Ward No 16 kondasamy naidu nagar 1 st cross road SVGV school road 167016R706 in Karamadai Municipality

Earthwork excavation for foundation in all soils and sub soils except hard rock requiring blasting with initial lead and lift including re-filling the sides of foundation in layer of 15 cm thick watering , ramming ,depositing the surplus earth in the premises as directed by departmental officers etc., complete asper standard specification.

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 over WMM surface using 7 Kgs of Emulsion Bitumen at the rate of per ten square metre for preparatory to another bituminous construction over it including cost of material, labour charges rentals for machinary, fuel and all other incidental charges etc., complete as per clause of 502 of MORTH specification. Rev-5.

Providing and laying tack coat over WMM surface treated with primer using 2.50 Kgs of Emulsion Bitumen at the rate of per ten square metre for preparatory to another bituminous construction over it including cost of material, labour charges rentals for machinary, fuel and all other incidental charges etc., complete as per clause of 502 of MORTH specification. Rev-5.

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50- 13.20mm, 0.25cum of 13.20 -2.36mm and 0.23 cum of 2.6mm & below and with 53.20 kgs of VG30/ VG 40 bitumen for premixing per 10sqm including cost and conveyance of all meterials 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 work site , 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 ay site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver Finisher ,/9 m paver finisher, vibratory / pneumatic rollers and all other tools and plant reauired , including fuel and all other incidental charges etc ., complete and per specification using CMP as per clause 505 MORTHRev-5

Providing and laying Bituminous Concrete to 30mm thick using 0.13cum of 19.00- 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26 cum of 2.36mm & below and with 50.30 kgs of VG30/ VG 40 bitumen for premixing per 10sqm including cost and conveyance of all meterials 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 work site , spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tone vibratory / pneumatic roller to the required density etc ., including labour for attending to paver ay site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler , tipper trucks , paver Finisher ,/9 m paver finisher, vibratory / pneumatic rollers and all other tools and plant reauired , including fuel and all other incidental charges etc ., complete and per specification using CMP as per clause 507 MORTHRev-5