Improvements to BT Surface at Mettucherry Road Unicode 068022R063 Kannimara Road Unicode 068003R016 Vivekanandha Nagar Road Unicode 068020R054 and Walsham Road Unicode 068017R034 in Udhagamandalam Municipality Package II

Picking 5cm to 10cm old metalled surface to laying the road to proper gradient and remove the loose soil without damage the water supply pipes.The rate inclusive of all charges etc., complete as per std.specifications.

Earth work excavation for levelling in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., complete as per standard specification 23 & 24 VI (S2) VII.9,10

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM )in 150mm thickness in two layers of each layer of 75mm 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 of 7 kgs/10 sqm over the WMM surface treated with primer using76 kgs of bituminous Emulsion 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 Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion for 10 square 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 V Specifications

Providing and laying tack coat of 2.0 kgs/10 sqm over the BT surface treated with primer using 5.00 kgs of bituminous binder for 10 square 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 50 mm compacted thick dense bituminous macadam using 0.35 cum of 26.5-13.2 mm graded metal and 0.21 cum of 13.2-2.36 mm graded metal and 0.14 cum of 2.36 mm & below metal with 24 kgs of cement and 46 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades and cross sections and compaction by 80-100 KN power 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, power rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH specifications

Providing and laying Bituminous Concrete to 30mm 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 50.30kg of VG30/VG40 bitumen 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 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 20-30 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.

Raising the Manhole upto a depth of 0.30 m using centerings and plain cement concrete 1;2;4 using 20 mm metal using old frames and convers the rate including cost of dismantling, centering, concrete and curing charges. The outer barricading / safety taping arrangements will be made as per safety purpose etc complete as per std specification.

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