MDU 128 / Ramanathapuram Division/ CRIDP Work

Road Work

Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accodance with the specifications and the lines, grade sand cross sections shown in the drawings or as indicated by the Engineer for Box Cutting as perSS 20 B

ROAD A

Providing and laying Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

ROAD A

Providing and laying Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- III Material as per MORTH Rev. V Clause No. 111, 112, 401 & 900.

ROAD A

Providing and Laying 50mm thick Bituminous Macadam usingcourse aggregateand VG30 bitumen whichshall consisto fconstr uctioninasingle coursebase/bindercourseconfirming to the specfication onapreviously preparedbase, (usingMiniHotMixPlant andPower Roller) includingcost ofmaterial, labourcharges, rentals formachinery, fuel andall other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works

ROAD A

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250 mm thick, including premixing the materials with water at OMC in mechnani calmix plant, conveyance of mix edmaterials by tipper tosite, laying inuni formlayer susing paver sin Sub Base/Basecourse on well prepared surface and compacting with vibratory soil compactor to acheive the desired density includingcostofmaterial, labourcharges, rentals formachinery,fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

ROAD A

Providing and laying Prime Coatover WBM/WMM surface using 7Kg of Emulsion Bitumen (SS1) per10 sqm for preparatory to another bituminous construction over it, includingcostofmaterial, labourcharges, rentals formachinery, fuel andall other incidental charges etc., complete as perClause 502 of MORTH Rev-5

ROAD A

Providing and laying Tack Coat over WBM/WMM surface (treatedwithprimer) using 2.50Kg ofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over it including cost of material, labour charges, rentals formachinery, fuel andall other incidental charges etc., complete as as per Cl. No. 503 of MoRT & H, Specifications for Road and Bridge Works - V Revision.

ROAD A

Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1)per 10sqm forp reparatory toanotherbituminousconstruction overit includingcostofmaterial, labourcharges,rentalsformachinery, fueland all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

ROAD A

Providing and laying of Dense Bituminous Macadam of 70 mm thickness shall consist of construction in a single course of compacted crushed aggregates premixed with bituminous binder 60/70 grade at the rate of 4.5 % by weight of the total mix to serve as base /binder course , in accordance with the requirement of the specifications and in cofirmity with the drawings or directed by the Engineer in charge of the work as per Clause No. 111, 112, 501, 504 & 900 of MoRT & H - V Revision Specifications.

ROAD A

Providing, laying 50mm consolid at edthick Bituminous Macadamusing 0.20 cum of 26.50 13.20mm, 0.43cum of 13.20-2.36 mm and 0.08 cum of 2.36mm & below size IRC metal with 37 kgs of VG30 Grade bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the minre quiredtem perature using Central hotmix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix touni form thick nessof 50 mm with mechanical paver to the specified grades and cross section sand con soli date dby 8-10 tonne Vibratory Rollert other equired densityetc., including labour for attending to paver tositeetc., including hire and fuel charges for20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental chargesetc., complete as per specification using CMP as per clause 504 of MORTH Rev-5.

ROAD A

Providingand laying Bituminous Concrete to30/40 mm thick using 0.13 cum of 19.00 9.50mm, 0.17 cum of 9.50-2.36 mm and 0.26 cum of 2.36 an dbe low with 50.30 kgs o fV G30 bitumen for premix ingper 10 sq min cluding cost and conveyance of allmaterial sto CMP site, heating the bitumen and aggregate to required temperature andmixing themin required temperature in central ho tmixplant 20-30 to ncapa city,conveying themix by tipper trucks to paver site, spreading themix tounifor mthick nessof 40mmwithmechanical paver to the specified gradesand crosssectionsand consolidatedby8-10tonne Vibratorytothe required densityetc., including labourforattendingtopavertositeetc., including hire charge sand fuel charges for20-30tCMPwithbitumenboiler, tipper trucks, Paver Finisher, Vibratoryroller andall other tools andplant required, including fuel andall other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

ROAD A

Excavation Excavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer including compaction by power roller rolling as per MORTH Specification no.111,112,301,305,900

ROAD A

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