|
| 1 | Ulagampatti- Kurumbaloor Padaminji road |
| 2 | Existing BT surface picking including cost and conveyance of all Laboue Charges to site etc., complete. |
| 3 | Clearing and grubbing Scrub jungleroad land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 4 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2min hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A |
| 5 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 6 | Km 0/0- 1/0 |
| 7 | Km 1/0- 1/445 |
| 8 | Plant Mix Method : 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 power roller to achieve the desired density, complete as per clause 401 |
| 9 | Km 0/0- 1/0 |
| 10 | Km 1/0- 1/445 |
| 11 | 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 2 |
| 12 | Km 0/0- 1/0 |
| 13 | Km 1/0- 1/445 |
| 14 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 square meter over the WMM surface preparatory to another bituminous construction over it. |
| 15 | Km 0/0- 1/0 |
| 16 | Km 1/0- 1/445 |
| 17 | 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 other incidental charges etc., |
| 18 | Km 0/0- 1/0 |
| 19 | Km 1/0- 1/445 |
| 20 | Providing and laying Bituminious concrete to 30mm 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 |
| 21 | Km 0/0- 1/0 |
| 22 | Km 1/0- 1/445 |
| 23 | Provision for 900mm pipe culvert@ km 1180m |
| 24 | Earth work excavation & Depositing on bank with initial lead of 10m and lift & 2m in hard stiiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth mixed with small size boulder and in hard gravelly soils per SS 20B |
| 25 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 26 | Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete. |
| 27 | Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete |
| 28 | Supply of NP3 pipe including suitabel collars including cost and conveyance at site etc., complete. |
| 29 | Collection and supply of gritty Gravelfrom approved quarry including cost and conveyance of gravel etc complete complying with std specification and as directed by the dept.officer |
| 30 | Provision for KM Stone |
| 31 | Provision for HM Stone |
| 32 | Provision for60cm Equilateral traiangle cautionary sign board |
| 33 | Provision for Raod Marker / Road stud with lens Reflector |
| 34 | Rajapatti to Alagapuri burial ground road |
| 35 | Existing BT surface picking including cost and conveyance of all Laboue Charges to site etc., complete. |
| 36 | Clearing and grubbing Scrub jungleroad land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 37 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2min hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A |
| 38 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 39 | 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 2 |
| 40 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 square meter over the WMM surface preparatory to another bituminous construction over it. |
| 41 | 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 other incidental charges etc., |
| 42 | Providing and laying Bituminious concrete to 30mm 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 |
| 43 | Provision for 900mm pipe culvert km 0/215m ,0/505m |
| 44 | Earth work excavation & Depositing on bank with initial lead of 10m and lift & 2m in hard stiiff clay, stiff black cotton hard red earth shales, murram, gravel stoney earth mixed with small size boulder and in hard gravelly soils per SS 20B |
| 45 | Cement Concrete 1:4:8 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete for foundation |
| 46 | Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete. |
| 47 | Cement Concrete 1:3:6 mix using 40mm ISS HBG metal including cost of conveyance of all materials and all labour charges etc., complete |
| 48 | Supply of NP3 pipe including suitabel collars including cost and conveyance at site etc., complete. |
| 49 | Collection and supply of gritty Gravelfrom approved quarry including cost and conveyance of gravel etc complete complying with std specification and as directed by the dept.officer |
| 50 | Provision for60cm Equilateral traiangle cautionary sign board |
| 51 | Provision for KMand HM stones |
| 52 | Velankalam to Eranipatti link road |
| 53 | Clearing and grubbing Scrub jungleroad land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 54 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2min hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A |
| 55 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 56 | 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 2 |
| 57 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 square meter over the WMM surface preparatory to another bituminous construction over it. |
| 58 | 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 other incidental charges etc., |
| 59 | Providing and laying Bituminious concrete to 30mm 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 |
| 60 | Provision for Raod Marker / Road stud with lens Reflector |
| 61 | Provision for60cm Equilateral traiangle cautionary sign board |
| 62 | Provision forHM stones |
| 63 | Chinnakilavayal road |
| 64 | Existing BT surface picking including cost and conveyance of all Laboue Charges to site etc., complete. |
| 65 | Clearing and grubbing Scrub jungleroad land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. |
| 66 | Earth work excavation and depositing on bank within initial lead of 10m & initial lift of 2min hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS .20.A |
| 67 | Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, water and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire and fuel charges for power roller, water sprinkler and all other incdidental charges such as traffic barricading and providing danger lights etc., complete. |
| 68 | 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 2 |
| 69 | Providing and laying of prime coat using Emulsion at the rate of 7 Kg per 10.00 square meter over the WMM surface preparatory to another bituminous construction over it. |
| 70 | 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 other incidental charges etc., |
| 71 | Providing and laying Bituminious concrete to 30mm 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 |
| 72 | Provision for HM Stone |
| 73 | Provision for60cm Equilateral traiangle cautionary sign board |
| 74 | Provision for Raod Marker / Road stud with lens Reflector |
| 75 | 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) |
