Ramanathapuram District-Paramakudi Block - 07/MGSMT/2025-26(Phase-III)

Amount

Part I: Strengtherning the road from Vengalur - Urakudi road to Sangangkottai 0/0 - 1/285.

Clearing the scrub jungle including all labour charges for burrying and burning etc complete

Picking the Existing B.T surface including all labour charges etc complete

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.

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

BITUMINOUS CONCRETE 25 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

KM metre stone

Hecta metre stone

Construction of Toe wall @ ch.0/725-0/790,ch @.0/910-0/945

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Toe wall @ ch.0/725-0/790,ch @.0/910-0/945

Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification

Toe wall @ ch.0/725-0/790,ch @.0/910-0/945

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

Toe wall @ ch.0/725-0/790,ch @.0/910-0/945

Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification

Toe wall @ ch.0/725-0/790,ch @.0/910-0/945

Cement concrete 1:3:6 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed.

Toe wall @ ch.0/725-0/790,ch @.0/910-0/945

Providing Expansion joint for every 10m interval

Toe wall @ ch.0/725-0/790,ch @.0/910-0/945

Part II: Strengtherning the road from Peerkankuruchi Road to Koonankulam road junction (via Kavirayar Puliyankulam kovil road KM 0/0-1/390

Clearing the scrub jungle including all labour charges for burrying and burning etc complete

Picking the Existing B.T surface including all labour charges etc complete

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.

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

BITUMINOUS CONCRETE 25 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

KM stone

Hecta metre stone

Construction of Toe wall @ ch.0/710-0/865,

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Toe wall @ ch.0/710-0/865

Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification

Toe wall @ ch.0/710-0/865

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

Toe wall @ ch.0/710-0/865

Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification

Toe wall @ ch.0/710-0/865

Cement concrete 1:3:6 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed.

Toe wall @ ch.0/710-0/865

Providing Expansion joint for every 10m interval

Toe wall @ ch.00/710-0/865

Part III:Strengtherning the road from Kallikudi to Vagaikulam road. KM 0/0-1/260

Clearing the scrub jungle including all labour charges for burrying and burning etc complete

Picking the Existing B.T surface including all labour charges etc complete

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.

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

BITUMINOUS CONCRETE 25 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

KM stone

Hecta metre stone

Construction of Pipe Culvert @ ch.1235,

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Pipe Culvert @ ch.1235

Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification

Pipe Culvert @ ch.1235

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

Toe wall @ ch.0/710-0/865

Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification

Toe wall @ ch.0/710-0/865

Cement concrete 1:3:6 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed.

Pipe Culvert @ ch.1235

Provision for 900mm dia RCC Pipe NP3 including all labour charges

Pipe Culvert @ ch.1235

Construction of Pipe Culvert @ ch.1255,

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Pipe Culvert @ ch.1255

Supplying and Filling foundation and basement with filling sand in layers not more than 15 cm Thick well rammed, watered and compacted Complete complying with standard specification

Pipe Culvert @ ch.1255

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

Pipe Culvert @ ch.1255

Supplying and erecting sheet centering of size laid over silver oak joist and supported by casurina post Complete complying with standard specification

Pipe Culvert @ ch.1255

Cement concrete 1:3:6 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick, compacting etc., complete complying with standard specifications and as directed.

Pipe Culvert @ ch.1255

Provision for 900mm dia RCC Pipe NP3 including all labour charges

Pipe Culvert @ ch.1255

Part IV:Strengtherning the road from Paramakudi-Muthukulathur Road to Ram Nagar road KM 0/0-0/660

Clearing the scrub jungle including all labour charges for burrying and burning etc complete

Picking the Existing B.T surface including all labour charges etc complete

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.

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

BITUMINOUS CONCRETE 25 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

Hecta metre stone

Part V: Strengtherning the road from Thaduthalankottai-Veeracholan Road to Pirisai road KM 0/0-1/020

Clearing the scrub jungle including all labour charges for burrying and burning etc complete

Picking the Existing B.T surface including all labour charges etc complete

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.

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

BITUMINOUS CONCRETE 25 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

KM stone

Hecta metre stone

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}

MKT SUMAN Private Limited (BID ID -1446351)