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| 1 | 01. Strengthening of Neivilakku Pudhan Santhai Salai km 0/0 - 1/260 Vedharanyam Block |
| 2 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 3 | Km 0/0 -1/260 |
| 4 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 5 | Km 0/0 -1/260 |
| 6 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m |
| 7 | Km 0/0 -1/260 |
| 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 | Km 0/0 -1/0 |
| 10 | Km 1/0 -1/260 |
| 11 | 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. |
| 12 | Km 0/0 -1/260 |
| 13 | Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat |
| 14 | Km 0/0 -1/260 |
| 15 | BITUMINOUS CONCRETE 25, 30/40 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 |
| 16 | Km 0/0 -1/0 |
| 17 | Km 1/0 -1/260 |
| 18 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS |
| 19 | Km 0/0 -1/0 |
| 20 | Km 1/0 -1/260 |
| 21 | Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m |
| 22 | Provision for KM Stone of size 1.65m x 0.45m x 0.15m |
| 23 | Provision for Sign Board |
| 24 | 02. Strengtheningof Katharipulam Kovilkuthagai South Manmathankovil Salai km 0/0 - 1/110 at Vedharanyam Block |
| 25 | Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road landincluding uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp. |
| 26 | Km 0/0 - 1/110 |
| 27 | Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A |
| 28 | Km 0/0 - 1/110 |
| 29 | Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m |
| 30 | Km 0/0 - 1/110 |
| 31 | 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. |
| 32 | Km 0/0 - 1/000 |
| 33 | Km 1/0 - 1/110 |
| 34 | 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. |
| 35 | Km 0/0 - 1/110 |
| 36 | Providing and laying Tack coat over BT surface using 2.5Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat |
| 37 | Km 0/0 - 1/110 |
| 38 | BITUMINOUS CONCRETE 25, 30/40 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 |
| 39 | Km 0/0 - 1/000 |
| 40 | Km 1/0 - 1/110 |
| 41 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for spreading and compaction with power roller etc.complete, for SHOULDERS |
| 42 | Km 0/0 - 1/000 |
| 43 | Km 1/0 - 1/110 |
| 44 | Provision for Hectametre Stones Size 0.90m x 0.15m x 0.15m |
| 45 | Provision for KM Stone of size 1.65m x 0.45m x 0.15m |
| 46 | Provision for Sign Board |
| 47 | 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 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD) |
