OT-60

Amount

Dismantling the existing damaged Bitumen road and disposing the debris to far away place with a minimum lead of 2 kms as directed by the incharge at site including cost of all labour charges ,lead, lift ,etc, complete.

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250 mm thick specification including premixing the materials with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub base/ Base course on well perpared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of Morth Rev-5

Providing and laying Tack Coat over WBM/WMM surface using 7 Kg of Bitumen Emulsion (SS1) per 10 sqm for preparatory to another bitumios construction over it including cost of materials, laboure charges, rentals for machinery, fuel and all other incidental charges, etc, complete as per Clause 503 of MORTH Rev-5

Providing and laying Tack Coat over Existing BT surface using 2.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bitumios construction over it including cost of materials, laboure charges, rentals for machinery, fuel and all other incidental charges, etc, complete as per Clause 503 of MORTH Rev-5

Providing and laying 50mm consolidated thick bituminous macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 /VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate for equired temperature and mixing the min 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 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t 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 504 of MORTH Rev-5

Providing and laying Bituminous Concrete to 30 mm thick using 0.13 cum of 19.00- 9.50mm, 0.17cum of 9.50- 2.36 mm and 0.26 cum of 2.36 and below with 50.30 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 plant20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 4 0mm with mechanical paver to the specified grades and cross sections and consolidated by8-10 tonne Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver to 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 / Pneumaticroller and all other tools and plant required, including fuel and all other incidenta lcharges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

kesavan & co

NVS and Co

MaharajaEngineeringContractor

M/s.Vetriconstructions

nskandco

P SIVANANTHAM ENGINEERING CONTRACTOR