Tender For Conversion Of Earthen Road To Bt Road At Nadukaruppalagu Street Unicode-142018R206 Jinna Nagar 5Th Street West Side Unicoe-142026R215 Karpaveethi South Street Unicode-142028R208 Sivaramu 7Th Street South -2 Unicode-142031R210 Sivaramu 7T, Tenkasi-Tamil Nadu
TDR : 38390703
Tender Notice
Corrigendum Details
BOQ
Expired
Tenkasi
Tamil Nadu
Corrigendum : Tender For Conversion Of Earthen Road To Bt Road At Nadukaruppalagu Street Unicode-142018R206 Jinna Nagar 5Th Street West Side Unicoe-142026R215 Karpaveethi South Street Unicode-142028R208 Sivaramu 7Th Street South -2 Unicode-142031R210 Sivaramu 7T
Name of Work: Conversion of Earthen road to BT RoadatNadukaruppalagu street Unicode-142018R206 Jinna Nagar 5th street West side Unicoe-142026R215 Karpaveethi south street Unicode-142028R208 Sivaramu 7th street south -2 Unicode-142031R210 Sivaramu 7th street south -4 Unicode-142031R211 Sivaramu 7th East South North street 152 m Unicode-142031R212 Ambedkar 4th streetUnicode-142003R199 in Puliangudi Municipality
Sl. No.
Item Description
1
Earthwork excavation for Preparing the Existing surface to laying the road to Proper Camber and Gradient and remove the loose soil without damage the Water Supply and other Pipe lines. The Rate inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.
2
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
3
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including ( 0.396 cumof 45.00mm to 22.40mm metal + 0.528 cum of 22.40mm to 2.36mm metal and 0.396 cum of 2.36mm and below grade metal)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.
4
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
5
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
6
Providing and laying 50 mm compactedthick dense bituminous macadamusing 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70bitumenfor premixing per 10 sqm including cost and conveyance of all materials toC 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 50mm with mechanical paver to the specified grades and cross sections and compaction byVibratory 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, vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications.
7
Providing and laying Bituminous concrete to 30mm thickusing 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with45.27 kgs of 60/70bitumen & 5.03Kg of Plastic waste (Total-50.30 kg) andfor premixing per 10 sqmincluding cost and conveyance of all materials toC 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 40mm/ 30mm with mechanical paver to the specified grades and cross sections and compaction byVibratory 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, Vibratory rollers and all other tools and plants required,includingall other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications.
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