Karur District - Special Assistance to States for Capital Investment (SASCI) - 2025-26 - K.Paramathi Block - Package No.TN0702

Amount

Strengthening the Road From Akilandapuram Mallanatham road Vettaiyarpalayam B.T Road Km 0/0-2/160 (R-627)

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. K Km Km 1/0-2/0 & 3/0 -4/650

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.

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.

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.,

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

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface Km 1/0-2/0 & 3/0 -4/650

Provision for 60cm Equilateral Triangle Board

Provision for 90cm chevaran octagan Board

Provision For Road Stud with Lens Reflector

Cost of KM Stone ( 1110x350x250mm)

Cost of HM Stone ( 650x150x100mm)

Upgradation of the road from masiyampalayam to palvarpatty colony (R-272) KM 0/0 -2/050

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. K Km Km 1/0-2/0 & 3/0 -4/650

Construction of granular subbase by providing well graded Material 25mm to 4.75mm IRC HBG Metal @65% 4.75 to 2.36mm IRC HBG Metal

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.

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.

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.,

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

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface Km 1/0-2/0 & 3/0 -4/650

Provision for 60cm Equilateral Triangle Board

Provision For Road Stud with Lens Reflector

Cost of KM Stone ( 1110x350x250mm)

Cost of HM Stone ( 650x150x100mm)

Strengthening the Road From NH 7 To Panipalayam road Km 0/0-2/300 (R-162)

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. K Km Km 1/0-2/0 & 3/0 -4/650

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.

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.

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.,

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

Construction of bed level causeway (30M) CH - 25 Strengthening the Road From NH 7 To Panipalayam road

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Cement concrete 1;4;8Mix using 40mm Metal including cost and conveyence all labour charges

Supplying and erecting centering shuttering including neccesary supports for plane surface

Cement concrete 1;3;6Mix using 40mm Metal including cost and conveyence all labour charges

Construction of granular subbase by providing well graded Material 25mm to 4.75mm IRC HBG Metal @65% 4.75 to 2.36mm IRC HBG Metal

Cement concrete 1;1;5;3Mix using 20mm Metal including cost and conveyence all labour charges

provision for expansion joint

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface Km 1/0-2/0 & 3/0 -4/650

Provision for 60cm Equilateral Triangle Board

Provision for 90cm chevaran octagan Board

Provision For Road Stud with Lens Reflector

Cost of KM Stone ( 1110x350x250mm)

Cost of HM Stone ( 650x150x100mm)

Strengthening the Road From Pasupathipalayam to karaivalasu Km 0/0-1/820 (R-127)

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. K Km Km 1/0-2/0 & 3/0 -4/650

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.

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.

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.,

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

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface Km 1/0-2/0 & 3/0 -4/650

Provision for 60cm Equilateral Triangle Board

Provision for 90cm chevaran octagan Board

Provision For Road Stud with Lens Reflector

Cost of KM Stone ( 1110x350x250mm)

Cost of HM Stone ( 650x150x100mm)

Strengthening the Road From Rajapuram aravakurichi road to chinnapuliyampatti Km 0/0-2/300 (R-32)

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. K Km Km 1/0-2/0 & 3/0 -4/650

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.

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.

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.,

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

Construction of retaining wall @ CH 825 M from Rajapuram aravakurichi road to chinnapuliyampatti

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Cement concrete 1;4;8Mix using 40mm Metal including cost and conveyence all labour charges

Supplying and erecting centering shuttering including neccesary supports for plane surface

Cement concrete 1;3;6Mix using 40mm Metal including cost and conveyence all labour charges

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface Km 1/0-2/0 & 3/0 -4/650

Provision for 60cm Equilateral Triangle Board

Provision for 90cm chevaran octagan Board

Provision For Road Stud with Lens Reflector

Cost of KM Stone ( 1110x350x250mm)

Cost of HM Stone ( 650x150x100mm)

Strengthening the Road From salapalayam to pavithiram Via kolunjikattur Km 0/0-1/700 (R-167)

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. K Km Km 1/0-2/0 & 3/0 -4/650

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.

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.

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.,

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

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface Km 1/0-2/0 & 3/0 -4/650

Provision for 60cm Equilateral Triangle Board

Provision for 90cm chevaran octagan Board

Provision For Road Stud with Lens Reflector

Cost of KM Stone ( 1110x350x250mm)

Cost of HM Stone ( 650x150x100mm)

Strengthening the road from Thottampati chinna aththi palayam road to NH-67 Via Nochikattuvalasu kumarapalayam Km 0/0-3/800 (R-134)

Clearingthe Scrub jungle including all labour charges for burrying and burning etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning including etc complete

Earth work excavation and depositing on bank within initial lead and lift in hard gravelly soil for Cutting sidedrain etc, complete. as per SS20 A Km 1/0-2/0 & 3/0 -4/650

Providing and Laying Gravel Soling to compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete. K Km Km 1/0-2/0 & 3/0 -4/650

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.

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.

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.,

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

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface Km 1/0-2/0 & 3/0 -4/650

Provision for 90cm chevaran octagan Board

Provision For Road Stud with Lens Reflector

Cost of KM Stone ( 1110x350x250mm)

Cost of HM Stone ( 650x150x100mm)

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)

Vetri constructions (BID ID -1380146)