Name of Work: Providing of BT Surface by using CMP Paver Machine to CHELLIAMMAN NAGAR MAIN ROAD (110008R311),CHELLIAMMAN NAGAR 1ST CROSS STREET (110008R364),CHELLIAMMAN NAGAR 2ND CROSS STREET(110008R365), CHELLIAMMAN NAGAR 3RD CROSS STREET(110008R366),KADERI AMBAL NAGAR 4th CROSS STREET (110003R1220),THILLAI NAGAR to SENTHIL NAGAR 3RD STREET(110011R1222),THILLAI NAGAR 2ND CROSS STREET 1(110011R177),THILLAI NAGAR EAST 2ND CROSS STREET(110011R138), THILLAI NAGAR EAST 3RD CROSS STREET(110011R142),RAMNAGAR 3RD CROSS 3RD STREET (110011R016),RAMNAGAR 3RD CROSS 2ND STREET (110011R090),RAMNAGAR 3RD CROSS 1ST STREET (110011R070) and RAMNAGAR 3RD CROSS 4TH STREET (110011R017)in Devakottai Municipality.
Sl. No.
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 (SS1)for 10 square meter area including cost of bituminous Emulsion, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev V 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 (RS1)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 Rev-5 Specifications
5
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 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 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 505 of MORTH Rev-5 specifications.
6
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 from garbage collected at free of cost (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 40 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 MORTH Rev-5 specifications.
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