Strengthening the 8 Roads in Musiri and Thottiam Block, Tiruchirappalli District under Special Assistance To States For Capital Investments (SASCI) 2025-26.pkg1

Amount

1.Strengthening of the road from Chinna Kodunthurai - Panchampatty Road km 0/0-1/4 R-74 Clearing Scrub Jungle including all labour Charges etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work Excavation in all soils like HSC Soil with initial lead and lift including all other labour charges asper SS 20 A for 100% compaction by power roller etc., completed

Collection and supply of U.S. Gravel from approved site including cost and conveyance of all materials to site and stacking to departmental gauge for taking remeasurements including all labour charges for spreading in berms etc., complete in Base course. Km 0/7 - 3/50

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 the WBM Surface using 2.5Kg of Emulsion bitumen and binder for 10 Sqm. Area including cost and conveyance of bitumen which will be supplied departmentally at departmental section store at Union Office and cost of the s

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

1.00 m span RCC slab culvert at ch 10m Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation

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

Cement concrete 1 : 4 : 8 mix using 40mm 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.

Cement concretein C M 1:3:6 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout wateretc., complete For Abutment &wing

Cement concrete 1 : 2 : 4 mix using 20mm 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.

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherev

Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle

Supply and filling of Red gravel with an for filling between wall including all cost and coveyance and excluding stacking charges etc., complete.

Providing Weep Holes Arangements

Drainage at ch0 Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation.

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

Cement concrete 1 : 4 : 8 mix using 40mm 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.

Cement concretein C M 1:3:6 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout wateretc., complete For Abutment &wing

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle

Supplying and Fabricating and placing in position MS steel or ribbed for steel for all reinforced cement concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with stanard specification.

Supplying & Erecting centering for sides & soffiots including necessary supports & strutting upto 3.29m height for plane surfaces in all floors with all cross bracings using mild steel sheets of size 90 x 60cm & 10 gauge stiffened, welded with steel angle

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and providing fixtures like fan clamps in the RCC floor or roof slabs wherev

Plastering with cement mortar 1:4 mix to 20 mm thick including cost and conveyance of all materials to site and all labour charges etc complete for 10 Sqm

Provision for Km stone etc.,

Provision for HM Stone

Provision for 60Cm Equilateral triangle Couationary Sign board etc.,

2.Strengthening of the road from Keelakunnupatty-Muthayanpalayam road to Kottathur-Muthayanpalayam road R-276 Clearing Scrub Jungle including all labour Charges etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work Excavation in all soils like HSC Soil with initial lead and lift including all other labour charges asper SS 20 A for 100% compaction by power roller etc., completed

Collection and supply of U.S. Gravel from approved site including cost and conveyance of all materials to site and stacking to departmental gauge for taking remeasurements including all labour charges for spreading in berms etc., complete in Base course. Km 0/7 - 3/50

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 the WBM Surface using 2.5Kg of Emulsion bitumen and binder for 10 Sqm. Area including cost and conveyance of bitumen which will be supplied departmentally at departmental section store at Union Office and cost of the s

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

Provision for Km stone etc.,

Provision for HM Stone

Provision for 60Cm Equilateral triangle Couationary Sign board etc.,

3.Strengthening of the road from Sathanur to Kottathur road km 0/0-1/0 R-52 Clearing Scrub Jungle including all labour Charges etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work Excavation in all soils like HSC Soil with initial lead and lift including all other labour charges asper SS 20 A for 100% compaction by power roller etc., completed

Collection and supply of U.S. Gravel from approved site including cost and conveyance of all materials to site and stacking to departmental gauge for taking remeasurements including all labour charges for spreading in berms etc., complete in Base course. Km 0/7 - 3/50

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 the WBM Surface using 2.5Kg of Emulsion bitumen and binder for 10 Sqm. Area including cost and conveyance of bitumen which will be supplied departmentally at departmental section store at Union Office and cost of the s

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

Provision for Km stone etc.,

Provision for HM Stone

Provision for 60Cm Equilateral triangle Couationary Sign board etc.,

Road stud

4.Strengthening of the road from Vellaparai -Koilkadu Road Km 0/70 - 3/500 R-47 Clearing Scrub Jungle including all labour Charges etc.,

Picking 5 cm to 10 cm old metalled surface and sectioning - 1 sq.m

Earth work Excavation in all soils like HSC Soil with initial lead and lift including all other labour charges asper SS 20 A for 100% compaction by power roller etc., completed

Collection and supply of U.S. Gravel from approved site including cost and conveyance of all materials to site and stacking to departmental gauge for taking remeasurements including all labour charges for spreading in berms etc., complete in Base course. Km 0/7 - 3/50

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 the WBM Surface using 2.5Kg of Emulsion bitumen and binder for 10 Sqm. Area including cost and conveyance of bitumen which will be supplied departmentally at departmental section store at Union Office and cost of the s

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

Provision for Km stone etc.,

Provision for HM Stone

Provision for 60Cm Equilateral triangle Couationary Sign board etc.,

5.Strengthening the Road from Arasalur to Karuppanampatti Koil Road KM 0/0 - 1/220 R -257.Clearing the light jungle including al labour charges for cutting, burring, buried etc. complete.

Earthwork excavation from borrow pits for filling in all classes of soils such as gravelly soil hard stiffcaly, stiff black cotton soil, hard red earth shales, murrams. Gravel stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil except sand and hard rock requiring blasting as per SS 20 A .

Picking up existing BT surface upto 5 to 10 cm of old metalled surface ,cambering ,sectioning of carriage way etc., completed Km 0/0 - 1/100

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction KM 0/0 - 1/0

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. KM 0/0 -1/220.

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.

Construction of 1.50m RCC Span Culvert Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B CH 550

Cement concretein C M 1:4:8 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For foundation & basement CH 550

Cement concretein C M 1:3:6 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For Abutment &wing CH 550

CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for laying mixing concrete curing compacting for labour with centering arrangement all includingcharges etc., completefor Bed Block CH 550

CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for laying mixing concrete curing compacting for labour with centering arrangement all includingcharges etc., completefor Bed Block CH 550

Supplying & fabrication of steel for RCC works including cost and conveyance of steel to site including labour charges for cutting bending and tying rods and placing the grills in position for premeasurement asper steel schedule. CH 550

Centering charges for the wall sides sides to site including labour charges etc complete CH 550

Centering charges for the wall sides and deck slab sides to site including labour charges etc complete CH 550

RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for arrangement all includingcharges etc., completefor Deck Slab CH 550

Providing Bitumenpad arrangements etc Complete CH 550

Providing and Fixing Tar Paper for bearing between Bed Block and Deck Slab CH 550

Providing weepholes arrangements etc Complete CH 550

Collection and supply of Girty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, CH 550

60 Cm Equilateral Triangle Cautionary SignBoard

60 Cm Circle Mandatory Sign

Provision for HM Stone

Provision for KM Stone

Road marker / Road Stud with Reflectors

6.Strengthening the Road from Kidaram to Devermalai Road KM 0/0 - 1/100 R -82.Clearing the light jungle including al labour charges for cutting, burring, buried etc. complete.

Earthwork excavation from borrow pits for filling in all classes of soils such as gravelly soil hard stiffcaly, stiff black cotton soil, hard red earth shales, murrams. Gravel stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil except sand and hard rock requiring blasting as per SS 20 A .

Picking up existing BT surface upto 5 to 10 cm of old metalled surface ,cambering ,sectioning of carriage way etc., completed Km 0/0 - 1/100

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction KM 0/0 - 1/0

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. KM 0/0 -1/100.

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.

60 Cm Equilateral Triangle Cautionary SignBoard

60 Cm Circle Mandatory Sign

Provision for HM Stone

Provision for KM Stone

Road marker / Road Stud with Reflectors

7.Strengthening the Road fromMuthalipatti To Thottiyapattiputhur Via Elandhamadaiputhur Road KM 0/0-1/700 (R-59).Clearing the light jungle including al labour charges for cutting, burring, buried etc. complete.

Earthwork excavation from borrow pits for filling in all classes of soils such as gravelly soil hard stiffcaly, stiff black cotton soil, hard red earth shales, murrams. Gravel stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil except sand and hard rock requiring blasting as per SS 20 A .

Picking up existing BT surface upto 5 to 10 cm of old metalled surface ,cambering ,sectioning of carriage way etc., completed Km 0/0 - 1/100

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction KM 0/0 - 1/0

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. KM 0/0 -1/220.

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.

Construction of 1.50m RCC Span Culvert ch 550m Earth work excavation and depositing on bank with in initial lead of 10 m and initial lift of 2m in hard stiff clay, stiff black cotton soil, hard red earth,earth mixed with small sized boulders and hard gravelly soil as per SS 20B CH 550

Cement concretein C M 1:4:8 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For foundation & basement CH 550

Cement concretein C M 1:3:6 mix using40mm ISS HBG metal includingcost and conveyanceof all materials to siteand labour charges, cement which will be supplied bydept shoringshutteringbalingout water etc., complete For Abutment &wing CH 550

CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for laying mixing concrete curing compacting for labour with centering arrangement all includingcharges etc., completefor Bed Block CH 550

CC 1:2:4 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for laying mixing concrete curing compacting for labour with centering arrangement all includingcharges etc., completefor Bed Block CH 550

Supplying & fabrication of steel for RCC works including cost and conveyance of steel to site including labour charges for cutting bending and tying rods and placing the grills in position for premeasurement asper steel schedule. CH 550

Centering charges for the wall sides sides to site including labour charges etc complete CH 550

Centering charges for the wall sides and deck slab sides to site including labour charges etc complete CH 550

RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost and conveyance of all materials to site excluding cost and fabrication of steel with all labour charges for arrangement all includingcharges etc., completefor Deck Slab CH 550

Providing Bitumenpad arrangements etc Complete CH 550

Providing and Fixing Tar Paper for bearing between Bed Block and Deck Slab CH 550

Providing weepholes arrangements etc Complete CH 550

Collection and supply of Girty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges for filling etc.complete, CH 550

60 Cm Equilateral Triangle Cautionary SignBoard

60 Cm Circle Mandatory Sign

Provision for HM Stone

Provision for KM Stone

Road marker / Road Stud with Reflectors

8.Strengthening of Road from Murungai - Palanikoundanur to Pidaramangalam road via Selvavinayagapuram road KM 0/0 - 1/950 R -124.Clearing the light jungle including al labour charges for cutting, burring, buried etc. complete.

Earthwork excavation from borrow pits for filling in all classes of soils such as gravelly soil hard stiffcaly, stiff black cotton soil, hard red earth shales, murrams. Gravel stoney earth and earth mixed with 50% fair sized boulders and hard gravelly soil except sand and hard rock requiring blasting as per SS 20 A .

Picking up existing BT surface upto 5 to 10 cm of old metalled surface ,cambering ,sectioning of carriage way etc., completed Km 0/0 - 1/100

Providing and Laying Gravel to 100mm compacted thick including cost & conveyance of gravel from approved sources to work site including labour for spreading, watering and compacting by Power roller to achieve the required Proctor density at 100% compaction KM 0/0 - 1/0

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. KM 0/0 -1/950.

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.

60 Cm Equilateral Triangle Cautionary SignBoard

60 Cm Circle Mandatory Sign

Provision for HM Stone

Provision for KM Stone

Road marker / Road Stud with Reflectors

GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column "BB" for all works in this package}

M RAMESH (BID ID -1389314)