Formation of BT surface and retaining wall at sabari garden in ward No.16, west zone

Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20B)

Supplying and filling in foundation and basement with Well Gravel inlayers of not more than well rammed watered and compacted etc., complete complying with standard specification.

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

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

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

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

Dense Bituminous Mecadam - 50mm thick using Central Hot mix plant:Providing and laying of 50mm compacted Bituminous macadam using 0.42M3 26.5-11.2 mm graded metal & 0.10 M3 of 11.2 to 2.8 mm graded metal & 0.18 M3 2.8 mm & below with 38 Kg of bitumen for premixing per 10 m2 including cost of conveyance of all materials to CMP site, heating the bitumen & aggregates to required temperature & 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 is required temperature for uniform thickness of 50 mm with mechanical paver to the specified grades & cross sections & compaction by 80 - 100 KN power roller including to the required density etc., including labour for loading bitumen in bitumen boiler & metal to feeder unit, labour for attending to power site etc. including hire charges & fuel charges for 20-30T CMP with bitumen boiler, tipper truks, paver finisher power rollers & all other tools & plants required including all other incidental charges etc., completed as per specification using CMP clause 504 of most specification.

Providing and laying Bituminous concrete to 30/40mm 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 46.28 kgs(add 10% Plastic waste) of VG60/ VG70 bitumen,4kg of plastic 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 /30 mm with mechanical paver to the specified grades and cross sections and consolidated by 80-10 tonne vibratory/ pneumatic roller to the required density etc., including labvour for attending to paver 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

Earthwork Excavation And Deposting on Bank With Initial Lead of 10 m And Initial Lift of 2m In Hard Stiff Clay Stiff Black Hard Shales Muram Gravel Stoney Earth And Earth Mixed With Small Size Boulders And Hard Gravelly Soil (SS 20B)

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification