Restoration to Km 3/0 - 4/6 (LHS) of SITRA Kurumbapalayam Road. (SH-233); 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 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, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, 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 making up berms using Carted Earth. (Morth No. 111, 112, 501, 900, 3004) 3 Filling with stone dust including cost and conveyance of material to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete below levelling course. (Morth No. 111, 112) 4 Cement Concrete 1:3:6 (M10) mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, complying to the required standard and specifications including cost andformwork, mixing, laying, compacting using vibrator including hire and fuel charges for all tools and plants engaged in curing and all other incidental charges such as bailing out water wherever necessary forming protective bunds coffer dams etc., complete Levelling course. (Morth No. 1000, 1500, 1700, 2908) 5 Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5. (Morth No. 111, 112, 501, 503, 900) 6 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, 503, 900) 7 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) 8 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) 9 Calculation of SubTotal, GST and Total Amount carried out by system automatically 10 Basic cost of value put to tender as per estimate 11 Add GST at 18% 12 Total Value put to Tender 13 Differnce Amount (Excess/less) 14 Quoted Amount (Basic Rate Only) 15 Add GST at 18% of Quoted Amount 16 Total Value of Quoted Amount including 18% of GST 17 Basic cost of value put to tender as per Estimate 18 Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST )
