Karur District - (SASCI) - 2025-26 - Aravakurichi Block - Package No.TN0701

Amount

Strengthening the Road From NH 7 Meenakshi puram Road KM 0/0-1/380 (R-47)

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)

upgradation of the Road From VMS road (Opp to Valukkuthurai Pirivu) to VMS road (450m from Santhapadi North) @ start of R135 Km0/0-1/65

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 o Granular Subbase by providing well graded material (25mm to 4.75mm IRC HBG metal @65% 4.75to 2.36mm IRC HBG metal @ 2.36mm below IRC HBG metal @ 15% & the material passing 425 microns sieve shall have liqyuid limit and plasticity index not more than 25 & 6% respectively spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with three wheel 80-100 Kn capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the engineerr

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

Sub Estimate causeway Ch 190m

Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth, earth mixed with small sized boulders and hard gravelly soil as per SS 20B

Side wall @ Ch190m,775m

Side wall @ Ch1450m

Cement concrete 1:4:8 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Side wall @ Ch190m,775m

Side wall @ Ch1450m

Supplying and erecting steel centering for plane surfaces in foundation and basement for sside wall etc.,

I Footing Side wall @ Ch190m,775m

Above sill @ Ch190m,775m

I Footing Side wall @ Ch1450

Above sill @ Ch1450

Cement concrete 1:3:6 mix using 40mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Side wall @ Ch190m,775m

Side wall @ Ch1450m

Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal @20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method) . GSB Gr III

Pavement

Floor

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30

Side wall @ Ch190m,775m

Side wall @ Ch1450m

Supply and fabrication of steel for guard stone including all charges etc complete

Guide post@ Ch190m,775m

Guide post @ Ch1450m

Reinforced cement concrete 1:1.5:3 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Guide post@ Ch190m,775m

Guide post @ Ch1450m

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)

Strengthening the Road From Inuganur Markampatty Road KM 0/0-1/00 (R-228)

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)

Strengthening the Road From Kanakkuvelampatti to Trichy main road (Via) Mottayandavarkovil Km 0/0-3/7

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)

Strengthening the Road From Kurikaranvalasu pallapatti @ Lingamanaickenpatty road to chokkalapuram poonjolai road joints with bangarpadi KM 0/0-1/55 (R-67)

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

Providing wearing coat to bed level @ CH 1150M the Road From Kurikaranvalasu pallapatti @ Lingamanaickenpatty road to chokkalapuram poonjolai road joints with bangarpadi

Dismantling the existing structure like culverts bridges retaining wall

Supplying and erecting centering shuttering including neccesary supports for plane surface

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

provision for Bitumen pad

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)

Strengthening the kurumbapatti road Km 0/0 - 2/7

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

Providing wearing coat to bed level @ CH570M in kurumbapatti road

Wearing coat with cc 1:1.5:3 mix using 65% of 25mm, 25% of 12mm and 10% of 6mm IRC metal including cost of all materials and labour charges for moixing laying compacting and curing etc., complete

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)

Strengthening the Markampatti (ODR) road to Km 2/0 of Inuganur - Modakkur road Via Salrapatty Km 0/0-3/8

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

Providing wearing coat to bed level @CH580M CH1900M in Markampatti (ODR) road to Km 2/0 of Inuganur - Modakkur road Via Salrapatty

Wearing coat with cc 1:1.5:3 mix using 65% of 25mm, 25% of 12mm and 10% of 6mm IRC metal including cost of all materials and labour charges for moixing laying compacting and curing etc., complete

wearing coat @ ch 580m

wearing coat @ ch1900m

Road Marking with hot applied thermoplastic compound with reflectorising Glass Beads on Bituminous surface

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)

Sri Navaladiyar And Co (BID ID -1415055)