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| 1 | Road Work |
| 2 | Advance B.T. Patches with bituminous premix chips upto 50mm thick using standard 45mm IRC size HBG metal cum of metal premix with 44Kgs of 80/100 grade bitumen per cum of metal in accordance with the requirement of the specifications to serve as base course and in conformity with the drawing or as directed by the Engineer. |
| 3 | Road A |
| 4 | Road B |
| 5 | Road C |
| 6 | Tack coat- 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 |
| 7 | Road A |
| 8 | Road B |
| 9 | Road C |
| 10 | Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cu.m of 26.5013.20mm, 0.43cu.m of 13.20-2.36mm and 0.08cu.m of 2.36mm & below size IRC metal with 37 Kgs 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 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 |
| 11 | Road A |
| 12 | Road B |
| 13 | Road C |
| 14 | Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.009.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m 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 fuel charges 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 |
| 15 | Road A |
| 16 | Road B |
| 17 | Road C |
| 18 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositingonbankwith all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments andall incidental charges, includingcompacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleteriousmatter and obstructions, trimming of bottomof excavationbackfilling,clearing up the site and disposal ofall surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 19 | Road A |
| 20 | Road B |
| 21 | Road C |
| 22 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 23 | Basic cost of value put to tender as per estimate |
| 24 | Add GST at 18% |
| 25 | Total Value put to Tender |
| 26 | Quoted Percentage |
| 27 | Quoted Value |
| 28 | Add GST at 18% of Final Quoted Value |
| 29 | Total Value of Contract Including 18% of GST |
| 30 | Basic cost of value put to tender as per Estimate |
| 31 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 32 | Quoted Rate in Words |
