Restoration to Km 0/0 - 0/500 (RHS) of Singanallur Peelamedu Road. (MDR-986); 1 Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For Boxing including conveyance of cut earth away from the site with average lead.(Morth No. 111, 112, 304) 2 Granular Sub-base with Graded Material (Table-400-1) - Plant Mix MethodConstruction of granular sub-base by providing close graded Material, mixing in a mechanicalmixplantatOMC,carriageofmixedMaterialtoworksite,spreadingin uniformlayerswithmotorgraderonpreparedsurfaceandcompactingwithvibratory soil compactor to achieve the desired density, complete as per clause 401 ForGrading-VMaterial(Filter/SeparationLayeratBottom) (Morth No. 111, 112, 401, 900) 3 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 mechanicalmixplantatOMC,carriageofmixedMaterialtoworksite,spreadingin uniformlayerswithmotorgraderonpreparedsurfaceandcompactingwithvibratory soil compactor to achieve the desired density, complete as per clause 401 ForGrading-IIIMaterial(DrainageLayeratTop) (Morth No. 111, 112, 401, 900) 4 WET MIX MACADAMProviding, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5. (Morth No. 111, 112, 406, 900) 5 Prime Coat Over WBM/ WMM Surface ProvidingandlayingPrimeCoatoverWBM/WMMsurfaceusing7KgofEmulsion Bitumen (SS1)per10 sqm forpreparatoryto anotherbituminous constructionoverit, includingcostofmaterial,labourcharges,rentalsformachinery,fuelandallother incidental charges etc., complete as perClause 502 of MORTH Rev-5 (Morth No. 111, 112, 501, 502, 900) 6 Tack Coat Over Primed Surface ProvidingandlayingTackCoatoverWBM/WMMsurface(treatedwithprimer) using2.50KgofBitumenEmulsion(RS1)per10sqmforpreparatorytoanother bituminous construction over itincluding cost of material, labour charges, rentalsformachinery,fuelandallotherincidentalchargesetc., completeas perClause 503 of MORTH Rev-5(Morth No. 111, 112, 501, 502, 900) 7 Tack Coat Over Existing BT Surface ProvidingandlayingTackCoatoverExistingBTsurfaceusing2KgofBitumen Emulsion(RS1)per10sqmforpreparatorytoanotherbituminousconstruction overitincludingcostofmaterial,labourcharges,rentalsformachinery,fueland all other incidental charges etc., complete as perClause 503 of MORTH Rev-5(Morth No. 111, 112, 501, 502, 900) 8 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5.(Morth No. 111, 112, 501, 506, 900) 9 BC 30mm Thick (Grade-II) Using VG30ProvidingandlayingBituminousConcreteto30mmthickusing0.13cumof19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heatingthebitumenandaggregatetorequiredtemperatureandmixingtheminrequired temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite,spreadingthemixtouniformthicknessof40mmwithmechanicalpavertothe specifiedgradesandcrosssectionsandconsolidatedby8-10tonneVibratoryRollertothe required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollerandallothertoolsandplantrequired,including fuelandallotherincidentalchargesetc., complete as per specification using CMP as per clause 507 of MORTH Rev-5.(Morth No. 111, 112, 501, 507, 900) 10 Calculation of SubTotal, GST and Total Amount carried out by system automatically 11 Basic cost of value put to tender as per estimate 12 Add GST at 18% 13 Total Value put to Tender 14 Differnce Amount (Excess/less) 15 Quoted Amount (Basic Rate Only) 16 Add GST at 18% of Quoted Amount 17 Total Value of Quoted Amount including 18% of GST 18 Basic cost of value put to tender as per Estimate 19 Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
