|
| 1 | Strengthening the road from Velanthangal Sozhanthangalroad 0/0-2/580 |
| 2 | Clearing the scrub jungles including all labour charges for all labour charges etc complete. |
| 3 | in Km. 0/0 - 2/580 |
| 4 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20A including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and br |
| 5 | in Km. 0/0 - 2/580 |
| 6 | Picking the existing damaged BT surface to 3 - 5cm deep including all labour charges |
| 7 | in Km. 0/0 - 2/580 |
| 8 | 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. |
| 9 | in Km. 0/0 - 2/580 |
| 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 | in Km. 0/0 - 2/580 |
| 12 | Providing and laying Tack coat over WMM surface(treated with primer) using 2.5Kg of bitumen emulsion RS-1for 10sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all |
| 13 | in Km. 0/0 - 2/580 |
| 14 | BITUMINOUS CONCRETE 25 MMTHICK USING cmp (Grade-II) Providing and laying Bituminious concrete to 40mm 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 |
| 15 | in Km. 0/0 - 2/580 |
| 16 | LayingUS GRAVEL including cost and conveyance and stacking at site to departmental gauge for taking pre measurements by departmental officers and including labour charges for spreading the gravelas per standard specification etc. complete. |
| 17 | in Km. 0/0 - 1/0 |
| 18 | in Km. 1/0 - 2/0 |
| 19 | in Km. 2/0 - 2/580 |
| 20 | Provision of 15 nos of rumble strips covered with premix bituminous carpet, 15 - 20 mm high at centre, 250 mm wide placed at 1 m center-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 21 | in Km. 0/0 - 1/330 |
| 22 | Providing and Laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes etc complete as per MORTH specification No.803 |
| 23 | in Km. 0/0 - 2/580 |
| 24 | Provision for KM stone |
| 25 | Provision for HM stone |
| 26 | Provision for 60cm Equilateral Triangular board |
| 27 | Provision for 60cm Equilateral sign board charges |
| 28 | Construction of 1.50m span RCC slab Culvert @ CH 150m |
| 29 | Earth work excavation for foundation in all classes of soils except hard rock requiring blastingwith initial lead and lift etc including levelling the site etc. complete with standard specification in hard stiff cllay, black cotton soil, hard fred earth |
| 30 | Cement Concrete 1:4:8 Using 40mm ISS size Hand Broken granite stone jellyincluding labour charges for mixing concrete watering and laying the concrete in layers not more the 15 cm thick compacting etc complete complying with standard specification etc |
| 31 | Supplying and erecting shuttering including complying with standard speficiation including all labour charges etc.complete. |
| 32 | Below sill level |
| 33 | Above sill level |
| 34 | Cement Concrete : 1:3:6 with broken stone using 40mm gauage machine broken HBG metal including cost and conveyance and all labour charges etc.complete. |
| 35 | Cement Concrete : 1:2:4 with broken stone using 20mm gauage machine broken HBG metal including cost and conveyance and all labour charges etc.complete. |
| 36 | Supplying and fabrication of steel including cost and conveyence of steel to site including cost and conveyance and all labour charges etc.complete. |
| 37 | Reinforced Cement Concrete : 1:1 1/2:3 with broken stone using 20mm gauage machine broken HBG metal including cost and conveyance and all labour charges etc.complete. |
| 38 | Provision for Bitumen pads |
| 39 | Provision for the wheep holes |
| 40 | Provision for Nameboard Cum Citizen board charges |
| 41 | Provision for photographic charges |
| 42 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
