Ramanathapuram District - Thiruvadanai Block - 12/MGSMT/2025-26

Amount

Part - I Strengthening of the Road From Karungavayal -Amaranvayal Road Km 0/0 - 1/520 (R-118)

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.

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.

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

60 Cm Circle (Mandatory ) Sign Board

Guard Stone (Precast )

Hecta metre stone

Km stone

Rcc Culvert at 1.50m span Ch-1021m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Provision for Bitumen Pad Including all Labour Charges

Rcc Culvert at 1.50m span Ch-1119m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Provision for Bitumen Pad Including all Labour Charges

Rcc Culvert at 1.50m span Ch-1352m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Provision for Bitumen Pad Including all Labour Charges

Part - II Strengthening of the road from ECR to Maruthavandikundu Road Km 0/0 - 0/615 (R-778)

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.

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.

Providing and laying 75mm compacted thick WBM Grade II using 1 cum of 75mm to 22.4mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

Providing and laying 75mm compacted thick WBM Grade III using 1 cum of 63mm to 11.20mm IRC HBG metal and 0.24 cum of Gravel for blindage for 10 Sqm. of 75mm compacted thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for TOP LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

60 Cm Circle (Mandatory ) Sign Board

Hecta metre stone

Rcc Culvert at 1.50m span Ch-50m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Part - III Strengthening of the Road From Thiruvadanai Oriyur Road to Nathakottai Road Km 0/0 - 0/880 (R-282).

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.

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.

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

60 cmCIRCLE (Mandatory) sign board

Guard Stone (Precast )

Hecta metre stone

Rcc Culvert at 1.50m span Ch -5m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Provision for Bitumen Pad Including all Labour Charges

Part - IV Strengthening of the Road From Thiruvadanai Oriyur Road to Sirunalur Road Km 0/0 - 1/650 (R-167).

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.

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.

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

60 Cm Circle (Mandatory ) Sign Board

Guard Stone (Precast )

Hecta metre stone

km stone

Rcc Culvert at 1.50m span Ch- 5m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Provision for Bitumen Pad Including all Labour Charges

Construction of Toe wall at ch- 20 -250 , ch - 500 -565 , ch - 790 - 860

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Construction of 900mm dia Single Row Pipe Culvert at ch -1194 m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Provision for 900mm dia RCC Pipe NP3 Including all Labour Charges

Rcc Culvert at 3.00m span Ch-1645m

Earthwork excavation and depositing on bank with initial lead and list in all classes of soils except hard rock reg. blasting etc., complete as per SS 20B for foundation.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal in layers not more 15cm thick well rammed watered and compacted compacted completed complying to standard specification.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Supply and errecting Centering, shuttering and strutting to the soffits of RCC slabs and beams including cost and conveyance of all materials to site etc., complete.

Cement Concrete 1:3:6mix using 40mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Cement Concrete 1:2:4 mix using 20mm gauge hand broken granite stone jelly for foundation including watering whenever necessary and laid in layers not more than 15cm thick. Compacting etc.,

Reinforced Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost rein for cement and fabrication charges, centring and shuttering, shall be finished smooth with cement mortar 1:3,12mm thick.,etc

Supplying and fabricating and placing inposition mild steel or Ribbed Tor steel for all reinforcedCement Concrete works as per the design given including cost of steel and binding wire in all floor etc., complete complying with std specification. The bind

Provision for Bitumen Pad Including all Labour Charges

Part V - Strengthening to the Road From Thiruvadanai to oriyur Alagamadai road km 0/0 -1/730( R-44)

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., complete.

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.

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

60 cm Equilateral triangle cautionary sign board

60 cm Circle (Mandatory) sign board

Chevron sign 90 cm Octogon (Curves)

Reflector

Guard stone (precast)

Hecta metre stone

KM Stone

Part VI - Strengthening to the Road From Thiruvetriyur-Athiyur Maravar Kudiyiruppu road KM 0/0-1/140 (R-53).

Clearing the Light Jungle with out uprooting including all labour charges

Picking 5cm to 10cm old matalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., complete.

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.

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

60 cm Equilateral triangle cautionary sign board

60 cm Circle (Mandatory) sign board

Chevron sign 90 cm Octogon (Curves)

Reflector

Guard stone (precast)

Hecta metre stone

KM Stone

Single Row Pipe Culvert 900mm CH-155M

Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below level

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Provision for 900mm Dia RCC Pipe NP3 including all labour charges etc completed

Single Row Pipe Culvert CH-360M

Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below level

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Provision for 900mm Dia RCC Pipe NP3 including all labour charges etc completed

Construction of 2M Span Culvert CH-5M

Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.(Below Sill)

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.(Above Sill)

Cement concrete with (1:2:4) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.(BED BLOCK and Dirt wall)

R.C.C (1:1 1/2:3) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete( Below level)

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete (Above level)

Supplying and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete.

Collection and Supply of Well Gravel Fromm Approved Quarry including all labour charges etc completed

Provision for Bitumen Pad including all labour charges etc completed

Construction of 1.50M Span Culvert CH-420M

Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B.

Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below level

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Above level

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete

Cement concrete with (1:2:4) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete( Bed B lock & Dirt wall)

R.C.C (1:1 1/2:3) using 20mm HBG metal including cost and conveyance of all labour charges etc

Supplying and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete..

Provision for Bitumen Pad including all labour charges etc completed

Construction of 1.50M Span Culvert CH-910M

Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B.

Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below level

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Above level

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete

Cement concrete with (1:2:4) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete

R.C.C (1:1 1/2:3) using 20mm HBG metal including cost and conveyance of all labour charges etc

Supplying and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete..

Provision for Bitumen Pad including all labour charges etc completed

Construction of 1.50M Span Culvert CH-1080M

Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B.

Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below level

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Above level

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete

Cement concrete with (1:2:4) mix using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete

R.C.C (1:1 1/2:3) using 20mm HBG metal including cost and conveyance of all labour charges etc

Supplying and fabrication charges for Steel including cost and conveyance of all materials and labour charges etc complete..

Provision for Bitumen Pad including all labour charges etc completed

Construction of Rettaining Wall at CH-485-530M

Earth work excavation in hard stiff clay soil and all classess of soil and depositing on bank with initial lead and lift as per SS20B.

Collection and filling of river sand including cost and conveyance to site and all labour charges for filling water and ramming etc., complete for foundation.

Cement concrete with (1:4:8) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc

Cement concrete with (1:3:6) mix using 40mm ISS HBG metal including cost and conveyance of all materials and labour charges etc complete.Below Sill

Part - VII Strengthening Of the road from NH 230 Road to Kurunthanakottai road in km 0/0 -0/450 (R -100)

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.

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.

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

Hecta metre stone

60 cm Equilateral Triangle Cautionary Sign Board

60 cm Circle (Mandatory)Sign Board

Reflector

Part VIII Strengthening Of the road from T.Nagani road to Southkudiyiruppu road in km 0/0 -0 /970 (R-402)

Clearing and grubbing Scrub jungle road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and 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.

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earthwork in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation fo bunds, breaking clods, sectioning etc., compelte.

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.

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. thick (the blindage material shall have PI value less than 6%) including cost and conveyance of all materials from approved quarry to work site and stacking to departmental gauge for pre-measurement as directed by the departmental officers including labour for spreading metal and gravel hand packing to camber and grade lines blinding with required quantity of gravel, forming edge bunds, watering with all leads for good water slurrying, rolling and consolidation by power roller and finishing as per MOST 404 (III revision) including hire and fuel charges for power roller and water sprinkler and all other tools and plants employed therefor and all incidental charges etc., complete for BOTTOM LAYER

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.,

BITUMINOUS CONCRETE 25, 30/40 MM THICK 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

Road marking eith hot applied thermoplastic compound with reflectiorising glass beads on bituminous surface

Hecta metre stone

60 cm Equilateral Triangle Cautionary Sign Board

60 cm Circle (Mandatory)Sign Board

Reflector

Chevron sign 90 cm Octagon (curves)

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}

KOP & CO (BID ID -1412762)