Name of Work : ProvidingBlack Top Surface Roadto 1)8th Cross Street (Periya assan Pura street) ( Uni code - 025001R038)Ward No. 1, 2) Devi Nagar 3rd cross ( Uni code - 025003R055)Ward No. 3, 3)Devi Nagar 2st cross (Uni code -025003R054) @ Ward No. 3,4) Basha 3st Street(Uni code -025003R062) ward no.3 , 5) Basha 2st Street(Uni code -025003R061)@ Ward No. 03, 6)TNHB Phase II20th Street (Uni code -025017R190)@ Ward No. 17, 7) Masilamani 1st Street (Uni code -025023R251)@ Ward No. 23, 8)Masilamani 3rd Street (Uni code -025023R253)@ Ward N0. 23 in Arcot Municipality(PACKAGE - II) Under KNMT- 2023 -24
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Item Description
1
Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900
2
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) 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.
3
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 Rev-5 Specifications
4
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 (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 Specifications
5
Providing and laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20 mm graded metal, 0.25 cum of 13.20-2.36 mm graded metal and 0.23cum of 2.36 mm & below with 53.20 kgs ofbitumen per 10 sqm for premixing including cost and conveyance of all materials toC M P site,heating the bitumen and agregates to the 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 by80-100 KN power roller tothe required density etc., including labour for loading bitumen in to bitumen tank and metal to feeder unit,labourfor attending to paver site etc., including hire charges and fuel charges for 20-30 tC M P with bitumen boiler,tipper trucks,paver finisher, power rollers and all other tools and plants required,includingall other incidental charges etc.,complete as per specification using C M P clause 504 of MOST specifications.
6
Providing and laying 30 mm compactedthickBituminous concreteusing 0.13 cum of 19.00 mm I R C size HBG metal,0.16 cum of 6.7 mm I R C size HBG metal, 0.11 cum of 2.8 mm & below metal with 24 kgs of 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 25 mm with mechanical paver to the specified grades and cross sections and compaction by80-100 KN power roller tothe 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 20-30tC M P with bitumen boiler,tipper trucks,paver finisher, power rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 507 of MOST specifications.
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