Restoration of BT surface at Valankulam Entry LGP road of Central Zone

Earth work SS 20B ORDINARY SOIL (SS20B) Earth work 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 ordinarv soil includina exravated earth

Removal of Excavated Excess Earth away from the site to 5K.M including loading and transportation charges etc, complete as per standard seecification. For 1M3

Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WWMM) 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 SDecifications.

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 Rev5 Specifications

Providing ane aying ac coat of 2.5kgs/10 sqm over the WMM surface treated with binder 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

Providing and laying 50mm compacted thick dense bituminous macadam using 0.24 cur of 26.5-13.2 mm graded metal and 0.25 cum of 13.22.36 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 end conveyance of all materials to C M P site, heating the bitumen end agregates to required temperature and mixing them in required temperature in central hot mix plant 2030 tonnes capacity conveying the mix by tipper trucks to paver site spreading the mix in required  temperature for uniform thickness of SO0mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour 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 CMP clause 505 of MORTH Rev-5 specifications.

Providing and laying bituminous concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.502.36mm 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 8010 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

Road marking with hot applied thermoplastic compound with reflectorising glass beads on Bituminous surface providing and laying of hot applies thermoplastic coimpound 2.5mm exclusive of surface applied galss beads as per IRC 35 The finished surface to be level, uniform and free streaks and holes