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| 1 | Providing and Laying 50mm thick Bituminous Macadam using course aggregate and VG30 bitumen which shall consistofconstructioninasinglecourse base/bindercourse confirming to the specfication on a previously prepared base, (using Mini HotMixPlantandPower Roller) including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch Works) (Morth No. 111, 112, 501, 504, 900, 3004) |
| 2 | Road A |
| 3 | Road B |
| 4 | Road C |
| 5 | Road D |
| 6 | Road E |
| 7 | Road F |
| 8 | 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(Morth No. 111, 112, 501, 502, 900) |
| 9 | Road A |
| 10 | Road B |
| 11 | Road C |
| 12 | Road D |
| 13 | Road E |
| 14 | Road F |
| 15 | Providing and laying Bituminous Concrete to 30mm 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 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 Specification complete in all respects - Grading II (Morth No. 111, 112, 501, 507,900) |
| 16 | Road A |
| 17 | Road B |
| 18 | Road C |
| 19 | Road D |
| 20 | Road E |
| 21 | Road F |
| 22 | 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 with conveyance (Morth No. 111, 112, 301, 305,900). |
| 23 | Road A |
| 24 | Road B |
| 25 | Road C |
| 26 | Road D |
| 27 | Road E |
| 28 | Road F |
| 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 | Differnce Amount (Excess/less) |
| 34 | Quoted Amount (Basic Rate Only) |
| 35 | Add GST at 18% of Quoted Amount |
| 36 | Total Value of Quoted Amount including 18% of GST |
| 37 | Basic cost of value put to tender as per Estimate |
| 38 | Quoted Rate in Figures (Total Value of Quoted Amount Including 18% of GST ) |
