Erode District Improvements of the Road 4 Nos. in Package No TN 12-05 Kodumudi Block under MGSMT 2024-25

Amount

Clearing the Scrub Jungle including all labour charges for burrying and burning etc., Clearing and grubbing 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.

Earth work excavation in all cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical specification Clause 301.4

Providing, laying, spreaing and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the amterial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/000-0/940

Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/000-0/940

Providing and laying TACK COAT BT surface at 3.0Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification. Km 0/000-0/940

BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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

KM & HM Stone Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703

HM stone

Providing and fixing OF Cautionary, mandatory and informatory sign board

60 Cm Equilateral triangle (Cautionary) Sign Board

60 Cm Circular (Mandatory) Sign Board

Reflector ( near culverts & trees )

Road marking with hot applied thermo plastic compound with Reflectorising Glass Beads on Bituminous Surface

Provision of rumble 15Nos. strips covered with premix bituminous carpet 15.20mm high at centre 250mm wide placed at 1m centre to center at approved locations to control speed marked with white strips of road marking point

Provision for Citizen Information Board

Clearing the Scrub Jungle including all labour charges for burrying and burning etc., Clearing and grubbing 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.

Earth work excavation in all cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical specification Clause 301.4

Providing, laying, spreaing and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the amterial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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

Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703

KM stone

HM stone

Providing and fixing OF CAutionary, mandatory and informatory sign board

60 Cm Equilateral triangle (Cautionary) Sign Board

60 Cm Circular (Mandatory) Sign Board

Provision for Studs

Road marking with hot applied thermo plastic compound with Reflectorising Glass Beads on Bituminous Surface

Provision of rumble 15Nos. strips covered with premix bituminous carpet 15.20mm high at centre 250mm wide placed at 1m centre to center at approved locations to control speed marked with white strips of road marking point

Provision for Citizen Information Board

Clearing the Scrub Jungle including all labour charges for burrying and burning etc., Clearing and grubbing 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.

Earth work excavation in all cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical specification Clause 301.4

Providing, laying, spreaing and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the amterial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and laying TACK COAT over Primed WMM surface at 2.5Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and laying TACK COAT over BT surface at 3Kg of RS-1 Bitumen Emulsion / 10 sq.m. Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour charges for preparing the surface for laying tack coat and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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

Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703

KM stone

HM stone

Providing and fixing of Cautionary, mandatory and informatory sign board

60 Cm Equilateral triangle (Cautionary) Sign Board

60 Cm Circular (Mandatory) Sign Board

Provision for Studs

Road marking with hot applied thermo plastic compound with Reflectorising Glass Beads on Bituminous Surface

Provision of rumble 15Nos. strips covered with premix bituminous carpet 15.20mm high at centre 250mm wide placed at 1m centre to center at approved locations to control speed marked with white strips of road marking point

Provision for Citizen Information Board

Clearing the Scrub Jungle including all labour charges for burrying and burning etc., Clearing and grubbing 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.

Earth work excavation in all cases of soils except hard roack requiring blasting and depositing on bank within initial lead of 10m & initial lift of 2m including all labour charges and incidental charges such as shorting, strutting, providing coffer dams, bailing out of water as per 20A

Providing and laying including cost and 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 powerroller, watersprinkler and all other incidental charges such as traffic barricading and providing dangerlights etc. comp for base-course and side berms.

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material with a lift up to 3m and lead up to 1000m as per Technical specification Clause 301.4

Providing, laying, spreaing and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the amterial with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/ base course on a well prepared surface and compacting with vibratory roller to achieve the desired density

Providing and laying PRIMECOAT over WMB/ WMM surface at 7.00Kg of SS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

Providing and laying PRIMECOAT over WMB/ WMM surface at 2.50Kg of RS-1 Bitumen Emulsion / 10 sq.m Including cost of bituminous emulsion which will be supplied by the department at section stores and its cost will be recovered as per special condition appended including labour and for applying required quantity of bituminous emulsion by mechanical sprayer including hire and fuel charges for all tools and plants employed etc., complete as per clause 503 of MOST specification.

BITUMINOUS CONCRETE 25 MM THICK USING cmp (Grade-II) 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 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, 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

Reinforced cement concrete M15 grade kilometer and Hectometer stone\local stone of standard design as per IRC:8 fixing in position including painting and printing etc as per drawing and Technical Specication clause 1703

HM stone

Providing and fixing OF CAutionary, mandatory and informatory sign board

60 Cm Equilateral triangle (Cautionary) Sign Board

Provision for Studs

Road marking with hot applied thermo plastic compound with Reflectorising Glass Beads on Bituminous Surface

Provision of rumble 15Nos. strips covered with premix bituminous carpet 15.20mm high at centre 250mm wide placed at 1m centre to center at approved locations to control speed marked with white strips of road marking point

Provision for Citizen Information Board

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 (for Construction) above this row in column "BB" for all works in this package}

Mahasamy Sakthivel (BID ID -1080281)

PTK CONSTRUCTION (BID ID -1081286)