Special repairs works in the Government Roads of Vadipatti H) C&M Sub Division (MDU 106)=- 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 No.111,112,202 3 ROAD A 4 ROAD B 5 ROAD C 6 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 Vth Revision Specification No.111,112,406,900 7 ROAD A 8 ROAD B 9 ROAD C 10 Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction overit, including cost of material, labour charges, rentals for machinery, fuel andall other incidental charges etc., complete as per Clause 502 of MORTH Rev-5 Specification No.111,112, 501,502,900 11 ROAD A 12 ROAD B 13 ROAD C 14 Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals formachinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev-5 Specification No.111, 112, 501, 503,900 15 ROAD A 16 ROAD B 17 ROAD C 18 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 Specification No.111, 112, 501, 503,900 19 ROAD A 20 ROAD B 21 ROAD C 22 Advance patch work using 45mm IRC size HBG metal for making thepot holesand patching usingVG10 grade bitumen including mixing atthe rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc.,complete, as per MORTH Specification 111,112,501,900 & 3004 23 ROAD A 24 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 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix touniform thickness of 50mm with mechanical paver to the specified gradesand 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 chargesetc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Specification 111, 112, 501, 504, 900- Grading II 25 ROAD A 26 ROAD B 27 ROAD C 28 Providing and laying Bituminous Concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum 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 20-30ton 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 densityetc., including labour for attending to paver to site etc., including hirecharges and fuel charges for20-30t 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 Specification No.111,112, 507, 900 - Grading II 29 ROAD A 30 ROAD B 31 ROAD C 32 Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank withall 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 surplusmaterials etc., complete as per standard specification. For Carted Earth with compaction for making up of low berms 33 ROAD A 34 ROAD B 35 ROAD C 36 Calculation of SubTotal, GST and Total Amount carried out by system automatically 37 Basic cost of value put to tender as per estimate 38 Add GST at 18% 39 Total Value put to Tender 40 Quoted Percentage 41 Quoted Value 42 Add GST at 18% of Final Quoted Value 43 Total Value of Contract Including 18% of GST 44 Basic cost of value put to tender as per Estimate 45 Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) 46 Quoted Rate in Words
