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| 1 | Road Work |
| 2 | 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, materials tool and equipments and all other incidental charges such as baling our water,sheeting, shoring, bracing and their subsequent removal, removal and obstructions, trimming bottom of excavation backfilling and clearing the site and disposal of all surplus materials etc., indicated by the Engineer as per Box Cutting |
| 3 | ROAD A |
| 4 | ROAD B |
| 5 | Picking 5 cm to 10 cm old metalled surface and sectioning 1 sqm, 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 picking and all othertools and plants employed of the work and including all other incidental charges etc., complete as per standard specifications as per MORTH Rev. V Clause No. 111, 112, 202 |
| 6 | ROAD A |
| 7 | ROAD B |
| 8 | ROAD C |
| 9 | Granular Sub - base with Close Graded Material Construction of Granular Sub-Base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory soil compactor to achieve the desired density, complete as per clause 401- for grading-V Material (Filter / Separation Layer at Bottom) |
| 10 | ROAD A |
| 11 | ROAD B |
| 12 | Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5 |
| 13 | ROAD A |
| 14 | ROAD B |
| 15 | ROAD C |
| 16 | Providing and laying Prime Coat overWMM surface using Pressure Distributor at the rate of7 Kg of Emulsion Bitumen (SS1) 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 502 of MORTH Rev-5 |
| 17 | ROAD A |
| 18 | ROAD B |
| 19 | ROAD C |
| 20 | Providing and laying Tack Coat overWMM surface (treated with primer) using Pressure Distributor at the rate of2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material,labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as |
| 21 | ROAD A |
| 22 | ROAD B |
| 23 | ROAD C |
| 24 | Providing and laying Tack Coat overExisting BT surface using Pressure Distributor at the rate of2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material,labourcharges, rentals for machinery, fuel and all other incidental charges etc., complete as |
| 25 | ROAD C |
| 26 | BM (Grade-II) 50mm Thick Using VG30Providing, 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 37 Kgs of VG30 Grade bitumen for premixing per 10sqm of 50mm thick 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 |
| 27 | ROAD A |
| 28 | ROAD B |
| 29 | ROAD C |
| 30 | BC 30mm Thick (Grade-II) Using VG30 BitumenProviding 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 of 40mm thick 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 30mm 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 |
| 31 | ROAD A |
| 32 | ROAD B |
| 33 | ROAD C |
| 34 | Refilling of berms on both sides of carriageway by using exess box soil earth available at site with consolidation by power roller compaction and in accordance with the specificatin and the lines and cross sections shown in the drawings or as indicated by the engineer as per MORTH to berms. |
| 35 | ROAD A |
| 36 | ROAD B |
| 37 | Earthwork excavation in all classes of soil sexcept hard rock requiring blasting and depositing on bank with all lead sand lifts as per SS20B including cost ofall 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 perstandard specification. For making up of low berms with conveyance |
| 38 | ROAD C |
| 39 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 40 | Basic cost of value put to tender as per estimate |
| 41 | Add GST at 18% |
| 42 | Total Value put to Tender |
| 43 | Quoted Percentage |
| 44 | Quoted Value |
| 45 | Add GST at 18% of Final Quoted Value |
| 46 | Total Value of Contract Including 18% of GST |
| 47 | Basic cost of value put to tender as per Estimate |
| 48 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
| 49 | Quoted Rate in Words |
