|
| 1 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Boxing as per clause 301 of MORTH Revision IV |
| 2 | Road-A |
| 3 | Construction of granular sub - base by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for Grade - V |
| 4 | Road-A |
| 5 | Construction of granular sub - base by providing close graded Material, mixing in a mechanical mix plantat OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 for Grade - III |
| 6 | Road-A |
| 7 | Providing and laying ,spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechnanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in SubBase/Basecourse on well prepared surface and compacting with vibratory roller to achieve 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 |
| 8 | Road-A |
| 9 | Providing and laying Prime Coat over WBM/WMM surface using 7Kg of Emulsion Bitumen(SS1) per 10sqm 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 per Clause 502 of MORTH Rev-5 |
| 10 | Road-A |
| 11 | Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50Kg of Bitumen Emulsion(RS1) per10sqm 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 |
| 12 | Road-A |
| 13 | Providing and laying Tack Coat over Existing BT Surface using 2.00Kg of Bitumen Emulsion(RS1) per 10sqm 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 |
| 14 | Road-A |
| 15 | Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0..25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs 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 worksite, spreading the mix to uniform thickness of 50mm with paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher/9m paver finisher, Vibratory/Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 |
| 16 | Road-A |
| 17 | Providing and laying Bituminous Concrete to 30/40 mm thick using 0.13 cum of 19.00 - 9.50 mm, 0.17 cum of 9.50 - 2.36 mm and 0.26 cum of 2.36 and below with 50.30 kgs of VG30 bitumen for premixing per 10 sqm 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 paversite, spreading the mix to uniform thickness of 40 mm with mechanical paver to the specified grades and cross sections and consolidated by 8 - 10 tonne Vibratory / Pneumatic Roller 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 / 9m paver finisher, Vibratory / Pneumatic 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 |
| 18 | Road-A |
| 19 | Refilling with available Excavated earth for filling in layers, not exceeding limits including power roller compaction including all labour charges etc., complete and in accordance with standard specification as per MORTH Vth Rev., 305 & 2907 for strength the berms. |
| 20 | Road-A |
| 21 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 22 | Basic cost of value put to tender as per estimate |
| 23 | Add GST at 18% |
| 24 | Total Value put to Tender |
| 25 | Quoted Percentage |
| 26 | Quoted Value |
| 27 | Add GST at 18% of Final Quoted Value |
| 28 | Total Value of Contract Including 18% of GST Basic cost of value put to tender as per Estimate Please Enable Macros to View BoQ information |
| 29 | Total Value of Contract Including 18% of GST Basic cost of value put to tender as per Estimate Please Enable Macros to View BoQ information |
