Strengthening 4 road works in Kalayarkoil Block - Package No 5

Amount

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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)

Earthwork excavation and depositing on bank with initial lead of 10 m and lift of 2.0 m in hard gravel soil including cost and conveyance of all labour charges etc., complete as per SS 20 A

Picking the Existing Worn out BT Surface including all charges 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, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).

Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity

Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).

Providing and laying Bituminious concrete to 30mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5

Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Provision for Name Board

Provision for cautionary Sign Board

Provision for Mandatory Sign Baoard

Provision for HM Stone

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Single Row Piipe Culvert @ Ch. 371m,

Single Row Piipe Culvert @ Ch. 500m,

Single Row Piipe Culvert @ Ch. 566m

Three Row Piipe Culvert @ Ch.15m

Supplying and Filling foundation and basement with filling river sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Single Row Piipe Culvert @ Ch. 371m,

Single Row Piipe Culvert @ Ch. 500m,

Single Row Piipe Culvert @ Ch. 566m

Three Row Piipe Culvert @ Ch.15m

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Single Row Piipe Culvert @ Ch. 371m,

Single Row Piipe Culvert @ Ch. 500m,

Single Row Piipe Culvert @ Ch. 566m

Three Row Piipe Culvert @ Ch.15m

Supplying and erecting shuttering for CC Works including cost and conveyance of all materials to site etc., complete.

Single Row Piipe Culvert @ Ch. 371m,

Single Row Piipe Culvert @ Ch. 500m,

Single Row Piipe Culvert @ Ch. 566m

Three Row Piipe Culvert @ Ch.15m

Cement concrete 1 : 3 :6 mix using 40mm HBG metal or foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

Single Row Piipe Culvert @ Ch. 371m,

Single Row Piipe Culvert @ Ch. 500m,

Single Row Piipe Culvert @ Ch. 566m

Three Row Piipe Culvert @ Ch.15m

Supply of NP3 pipe line including siutable collars including cost and conveyance at site etc.,complete

Single Row Piipe Culvert @ Ch. 371m,

Single Row Piipe Culvert @ Ch. 500m,

Single Row Piipe Culvert @ Ch. 566m

Three Row Piipe Culvert @ Ch.15m

Cost and supply of gritty gravel from approved quarry including cost conveyance of gravel etc.complete complying with std specification and by dept officer

Single Row Piipe Culvert @ Ch. 371m,

Single Row Piipe Culvert @ Ch. 500m,

Single Row Piipe Culvert @ Ch. 566m

Three Row Piipe Culvert @ Ch.15m

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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)

Earthwork excavation and depositing on bank with initial lead of 10 m and lift of 2.0 m in hard gravel soil including cost and conveyance of all labour charges etc., complete as per SS 20 A

Picking the Existing Worn out BT Surface including all charges 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, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).

Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity

Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).

Providing and laying Bituminious concrete to 30mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5

Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Provision for Name Board

Provision for cautionary Sign Board

Provision for Mandatory Sign Baoard

Provision for KM Stone

Provision for HM Stone

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Single Row Piipe Culvert @ Ch. 700m,

Supplying and Filling foundation and basement with filling river sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Single Row Piipe Culvert @ Ch. 700m,

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Single Row Piipe Culvert @ Ch. 700m,

Supplying and erecting shuttering for CC Works including cost and conveyance of all materials to site etc., complete.

Single Row Piipe Culvert @ Ch. 700m,

Cement concrete 1 : 3 :6 mix using 40mm HBG metal or foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

Single Row Piipe Culvert @ Ch. 700m,

Supply of NP3 pipe line including siutable collars including cost and conveyance at site etc.,complete

Single Row Piipe Culvert @ Ch. 700m,

Cost and supply of gritty gravel from approved quarry including cost conveyance of gravel etc.complete complying with std specification and by dept officer

Single Row Piipe Culvert @ Ch. 700m,

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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)

Earthwork excavation and depositing on bank with initial lead of 10 m and lift of 2.0 m in hard gravel soil including cost and conveyance of all labour charges etc., complete as per SS 20 A

Picking the Existing Worn out BT Surface including all charges 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, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).

Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity

Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (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/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

Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Provision for Name Board

Provision for cautionary Sign Board

Provision for Mandatory Sign Baoard

Provision for HM Stone

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. (i) (A) - By Manual Means (In Area of Non - Thorny Jungle)

Earthwork excavation and depositing on bank with initial lead of 10 m and lift of 2.0 m in hard gravel soil including cost and conveyance of all labour charges etc., complete as per SS 20 A

Picking the Existing Worn out BT Surface including all charges 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, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 (WMM).

Providing and applying Prime Coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. (i) Low Porosity

Providing and applying Tack Coat with Bitumen Emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared Granular surface treated with Primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 (ii).

Providing and laying Bituminious concrete to 30mm thick using 0.13cum of 19.00-9.50mm. 0.17cum of 9.5-2.36 and below with 50.3kgs of VG30/VG40 heating the bitumen and aggregates to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, carrying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonnes vibratory/phenumatic roller to the required density etc., including labour for attending to paver to site etc.including hire charges and fuel charges foe 20-30t CMP with bitumen boiler, tipper trucks,paver finisher/9m paver finisher,vibratory/phenumatic roller and all other tools and plants required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clauses 507 of MORTH Part-5

Provision for Road Marking with Hot applied Thermoplastic compound with Reflectorising Glass beads on Bituminous Surface

Provision for Name Board

Provision for cautionary Sign Board

Provision for Mandatory Sign Baoard

Provision for HM Stone

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Four Row Piipe Culvert @ Ch. 053m,

Single Row Piipe Culvert @ Ch. 093m,

Supplying and Filling foundation and basement with filling river sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Four Row Piipe Culvert @ Ch. 053m,

Single Row Piipe Culvert @ Ch. 093m,

Cement concrete 1 : 4 : 8 mix using 40mm HBG metal for foundation including watering , centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Four Row Piipe Culvert @ Ch. 053m,

Single Row Piipe Culvert @ Ch. 093m,

Supplying and erecting shuttering for CC Works including cost and conveyance of all materials to site etc., complete.

Four Row Piipe Culvert @ Ch. 053m,

Single Row Piipe Culvert @ Ch. 093m,

Cement concrete 1 : 3 :6 mix using 40mm HBG metal or foundation including watering, centering and shuttering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed . For Footings as 4% Rate for Centering Works

Four Row Piipe Culvert @ Ch. 053m,

Single Row Piipe Culvert @ Ch. 093m,

Supply of NP3 pipe line including siutable collars including cost and conveyance at site etc.,complete

Four Row Piipe Culvert @ Ch. 053m,

Single Row Piipe Culvert @ Ch. 093m,

Cost and supply of gritty gravel from approved quarry including cost conveyance of gravel etc.complete complying with std specification and by dept officer

Four Row Piipe Culvert @ Ch. 053m,

Single Row Piipe Culvert @ Ch. 093m,

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)

T.Ramar (BID ID -1080506)