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| 1 | 1. Providing EPL from Manavalankarai AD colony 30000 lit OHT in Thirumayam Panchayat |
| 2 | Earthwork excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils |
| 3 | Supply and delivery of following PVC Pipes 63mm OD PVC 4KSC Pipes |
| 4 | Conveyance of the following rigd PVC pipes. Lowering to trenches and laying to proper grade and alignment 63mm OD PVC 4KSC Pipes |
| 5 | Refilling the excavated earth including all labour charges etc., complete |
| 6 | 2. Strengthening to the Thirumayam Anna Hospiral road in Thirumayam Panchayat |
| 7 | Scarifying Existing Wornout BT Surface to a Depth of 150 mm by Mechanical Means Scarifying existing granular surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. |
| 8 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 |
| 9 | Providing and laying spreading and compacting graded stone aggregate to Wet Mix Macadam(WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material by tipper to site laying in uniform layers 250mm thick with pavers in SubBase/Base course 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. |
| 10 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per ten square meter over the WMM surface preparatory to another bituminous construction over it. |
| 11 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1 for 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 |
| 12 | Bituminous Macadam (Grade-II) 50mm Thick Using VG30 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 34.04 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 |
| 13 | Providing and laying Bituminious concrete to 25mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying 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 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5 |
| 14 | 2. Construction of Drainage with cover slab @ Virachilai road bairavar kovil street in Thirumayam Panchayat |
| 15 | Earthworkexcavationanddepositingonbankwithinitialleadandliftinallclausesofsoilsuchas hard stiff clay, hard gravelly soil as per SS 20 B for foundation |
| 16 | FillingwithM.sandincludingcostandconveyanceofsandtoworksiteincludingalllabourcharges for filling etc complete. |
| 17 | CementConcrete1:4:8mixusing40mmHBGmetalincludingcostandconveyanceofallmaterials to site including all labour charges for filling etc complete. |
| 18 | Centering charges for all R.C.C works including cost and conveyance of all materials to work and all labour charges etc., Rate for |
| 19 | Cementconcrete1:3:6mixusing40mmISSmetalincludingcostandconveyanceofallmaterials to site and all labour charges for mixing, laying and curing etc complete |
| 20 | Supplyingandfabricationofsteelincludingcostandconveyanceofsteeltositeandalllabourchargesforstraightening,cuttingtolength,bendingtoshapeandtyinginpositionandforminggrills for all R.C.C works |
| 21 | Reinforcedcementconcrete1:1.5:3mixusing20mmISSmetalincludingcostandconveyanceofallmaterialstositeandalllabourchargesformixing,laying,andcuringetc complete |
| 22 | GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column \"BB\" for all works in this package}(Refer Clause 1 & 21 of Section 2 of Instruction to Bidders (ITB) of SBD) Please Enable Macros to View BoQ information |
