Strengthening of the road Veppanthattai Kamaraj Nager road at Veppanthattai pt

1. Strengthening of theroad Veppanthattai Kamaraj Nagar road KM 0/0-1/500 (R-105) Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work excavation depositing on bank with initial lead of 0 metre and lift of 2 metre as per SS20A including breaking cods, sectioning ,ramming etc complete as directed by the departmental officers for formation (SI.No.60/P16)

Spreading the collected Gritty gravel to 150mm thick watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers (KM 0/000-1/000)

Spreading the collected Gritty gravel to 150mm thick watering and hand roller rolling including cost and supply of well Gravel from approved quarry and stacking to departmental gauge for premeasurements etc complete as per standard specifications and as directed by the departmental officers (KM 1/000-1/500)

Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material,labour charges, rentals for machinery, fuel and all other incidental charges etc., complete.

Applying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

Applying TACK COAT over BT surface at 2.50 Kg of RS-1 Bitumen Emulsion/ 10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp.

BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5

Provision for HM ,Km Stone charges etc complete