Ramanathapuram District - Thiruvadanai Block - 13/MGSMT/2025-26

Amount

Part I Strengthening Of the road from T.Nagani road to Mavilangai road in km 0/0 -1/250 (R 145)

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

Chevron sign 90 cm Octogon (Curves)

Reflector

Hecta metre stone

KM Stone

Pipe culvert 900 MM ch 890m

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 m.sand including cost of conveyance of all materials and all labour charges etc.,

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.

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.,

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

NP3 Pipe 900mm 3NOS

Pipe culvert 900 MM ch 976m

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 m.sand including cost of conveyance of all materials and all labour charges etc.,

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.

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.,

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

NP3 Pipe 900mm 3NOS

Toe wall at ch 680 -785m

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 m.sand including cost of conveyance of all materials and all labour charges etc.,

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.

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.,

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

Toe wall at ch 1000-1052m and ch -1100 -1212m

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 m.sand including cost of conveyance of all materials and all labour charges etc.,

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.

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.,

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

Part II: Strengthening the Road From Mekkavayal Kelakudiruppu Road Km 0/0 - 0/385(R-586)

Clearing the scrub Jungle with out uprooting including all labour charges

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 WBM 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

Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

Guard Stone (Precast )

Hecta metre stone

Reflector

Construction of 2.00m Span Slab Culvert at Ch - 80 m

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.

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.

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Construction of Retaining wall at Ch 150 - 270 m

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.

Part III:Strengthening the Road From Katavilagam Keelakudiruppu to Devarenthal BT Road Km 0/0 - 0/850 (R-229)

Clearing the scrub Jungle with out uprooting including all labour charges

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.

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) .

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 WBM 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

Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

Hecta metre stone

Reflector

Construction of 1.50m Span Slab Culvert at Ch - 15 m

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.

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 (1:3:6) mix using 20mm 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.

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

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.

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Construction of 1.50m Span Slab Culvert at Ch - 610 m

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.

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 (1:3:6) mix using 20mm 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.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below 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 from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Part IV: Strengthening the Road From Andavoorani kannakudi Road to Kallavizhiyenthal Udayarkudiruppu Road Km 0/0 - 1/700 (R-234)

Clearing the scrub Jungle with out uprooting including all labour charges

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 WBM 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

Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

Guard Stone (Precast )

Hecta metre stone

km stone

Reflector

Construction of 1.50m Span Slab Culvert at Ch - 150 m

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.

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.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below 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 from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Construction of 600mm dia Single Row Pipe Culvert at Ch - 610m

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.

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

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Supply of NP3 Pipe Including Suitable collar including cost and conveyance charges 600mm dia

Construction of 600mm dia Single Row Pipe Culvert at Ch - 995m

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.

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

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Supply of NP3 Pipe Including Suitable collar including cost and conveyance charges 600mm dia

Construction of 600mm dia Single Row Pipe Culvert at Ch - 1100m

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.

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

Collection and supply of Well gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Supply of NP3 Pipe Including Suitable collar including cost and conveyance charges 600mm dia

Construction of 1.50m Span Slab Culvert at Ch - 1490m

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.

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.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below 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 from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Construction of toe wall at Ch 1215 - 1260 m

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

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

Part V :Strengthening the Road From Kadambur Road to Kuruthankudi Keelakudiruppu Road Km 0/0 - 0/580 (R-571)

Clearing the scrub Jungle with out uprooting including all labour charges

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 WBM 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

Road marking with Hot Applied Thermopalstic compound with reflectorising Glass beads on Bituminous surface

60 cm Equilateral Triangle Cautionary Sign Board

Hecta metre stone

Guard Stone (Precast )

Reflector

Construction of 1.50m Span Slab Culvert at Ch - 120m

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.

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 (1:3:6) mix using 20mm 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.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below 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 from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Construction of 1.50m Span Slab Culvert at Ch - 315 m

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.

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 (1:3:6) mix using 20mm 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.

Supply and erection of Steel Centering including cost and all labour charges for concrete works etc., complete Below 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 from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete,

Part - VI Strengthening of the road from ECR - Udayam Theatre Road Km 0/0 - 0/416 (R-283).

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-319m

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 - VII Strengthening to the Road From Thiruvadanai to Thiruvidaimathiyur road in km 0/0 -3/690 (R- 10) in Thiruvadanai block.

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

Retaining wall at ch 2100-2141m

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 m.sand including cost of conveyance of all materials and all labour charges etc.,

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.

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.,

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

Providing and fixing of 20mm thick compressible fibre board in expansion joint complete as per drawing technical specifications etc..

Pipe culvert ch 270m

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 m.sand including cost of conveyance of all materials and all labour charges etc.,

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.

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.,

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

NP3 Pipe 900mm

Pipe culvert ch 3238m

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 m.sand including cost of conveyance of all materials and all labour charges etc.,

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.

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.,

Supply and errecting sheet centering of size 90 cm x 60cm 10 G sheet laid over silver oak joist and supported by casurina post of size 10 cm x 13 cm dia spaced at 75 cm center to center etc. complete

NP3 Pipe 900mm

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}

kannan (BID ID -1419200)