Special repairs works in the Government Roads of Peraiyur (H) C&M Sub Division (MDU 110)- 1 Road Work 2 Picking the existing BT surface upto 50mm depth as directed bythe departmental officers and collecting the picked up salvagedmetal and stacking the same for reuse and deposting the debris excludingcost of materials including all labour charges for pickig and all othertools and plants employed of the work and including all other incidental charges etc., complete, as per MORTH Specification. 3 ROAD A 4 ROAD B 5 Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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 achieve the desired density, Complete as per clause 406 of MORTH Specification 111,112,406,900 6 ROAD A 7 ROAD B 8 Providing and laying Prime Coat over WBM/WMM surface using 7Kg of EmulsionBitumen(SS1)per 10sqm for preparatory to another bituminous construction over it,including cost ofmaterial, labour charges, rentals formachinery, fuel andall otherincidental charges etc., complete as per Clause 502 of MORTH Rev- 9 ROAD A 10 ROAD B 11 Providing and laying Tack Coat overWBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion (RS1)per10sqm for preparatory to anotherbituminous construction over it including cost of material, labour charges,rentals for machinery, fuel andall other incidental charges etc., complete as502 of MORTH Rev- 12 ROAD A 13 ROAD B 14 Providing and laying Tack Coat over Existing BT surface using 2 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 perClause 503 of MORTH Rev-5 15 ROAD A 16 ROAD B 17 Advance BT patches with Bituminuos Premixed chips upto 50 mm thick usingstandard 45 mm IRC size HBG metal premixed with 44 kg of Bitumen per cum of metal including cost and conveyance of all materials to the site and stacking them to departmental gauge for takng premeasurements inclusive of cost of itumen which will be procured by the contractor etc, asper clause 504 of MORTH Rev-5 for patch work. 18 ROAD A 19 ROAD B 20 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 CMP site, heating the bitumen, aggregate and mixing them in required temperatureusing 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 21 ROAD A 22 ROAD B 23 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 50.30kgs of VG30 bitumen 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 with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuelcharges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory 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 24 ROAD A 25 ROAD B 26 Earthwork 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 back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms 27 ROADA 28 ROAD B 29 Calculation of SubTotal, GST and Total Amount carried out by system automatically 30 Basic cost of value put to tender as per estimate 31 Add GST at 18% 32 Total Value put to Tender 33 Quoted Percentage 34 Quoted Value 35 Add GST at 18% of Final Quoted Value 36 Total Value of Contract Including 18% of GST 37 Basic cost of value put to tender as per Estimate 38 Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) 39 Quoted Rate in Words
