Upgradation of the Road from E.Rasapatty Burial Ground Road Km 0/0- 0/450

Name of the Work: Upgradation of the Road from E.Rasapatty Burial Ground Road Km 0/0- 0/450

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and frees of girth uplo 300 mm, removal of stumps of such frees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201

Earth work excavation and Depositing on bank with Initial lead and lift in all classes of soils and all other charges etc. complete as per SS 20B for foundation

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal 2.36mm IRC HBG metal 65%,4.75 to 20%&2.36 mm below IRC HBG metal @15%) & (the material passing 425 microns sieve shall have liquid limit and plasticity index nat more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix-in-place method)

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller, water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

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 Primed surface at 2.5 Kg of RS-1 Bitumen Emulsion/10 sq.m including labour for spraying, hire charges for bitumen sprayer etc. Comp

Providing and laying Bituminious concrete to 30mm 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 20-301 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

CD Works

Cement Concrete Pavement

RCC span culvert and drainage

Provision for Guide stone

Provision for Name Board

GST Amount for providing Service to Government Contract Works for the above ConstructionWorks. GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

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