Karur District - MGSMT - 2025-26 (Phase I) - Package No.TN-07-01

Amount

Upgradation the Road From Periyavadugapatty-Mangasolipalyam(OHT) road to Periyavadugapatty-Methinagr road Km 0/0-0/950 (R368)

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Providing and Laying Gravel Soling to 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental 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 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.,

Providing and laying Bituminious concrete to 25 mm 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

Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:354. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification No .803

Construction of 1.50m Span RCC Slab Culvert CH:525m

Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with standard specification

Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Cement concrete 1:3:6 mix ( one cement three sand and six aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Cement concrete 1:3:6 mix using 20mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Cement concrete 1:2:4 mix using 20mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Cement concrete 1:1:5.3 mix using 20mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Supplying and fabrication of steel including cost and conveyance of steel to site and all labour charges for straightening, cutting to length,bending to shape and tying in position and forming grills for all R.C.C works

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildcolumn plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.

Supplying and erecting centering shuttering including necessary supports for plane surface in foundation and basement and in all floors for R C C column footing using mild steel sheets of size 90 x 60 cm and 10 guage stiffened, welded with mildcolumn plinth beam, beams, roof slabs, staircase steps, bed blocks, critical pier etc steel angles of size 25mmx25mmx3mm for boarding laid over silver oak (country wood) scantlings of size 10cm x 6.5cm spaced of about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre complete complying with standard specifications and as directed by departmental officers including conveyance of all materials to site and proper centering etc complete.

Providing and fixing 6mm Bitumen felt for expansion joint Between Dirtwall &Deck slab

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

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing

Construction of Protection wall CH:227m

Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with standard specification

Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Supplying and erecting centering for sides Centering for soffits of of plane surface for ground level strutting using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X '3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification.

Cement concrete 1:3:6 mix ( one cement three sand and six aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Provision for Wheep Holes

Construction of Protection wall CH:860m

Earth work excavation for foundation in all clauses of soils and sub soils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and boiling out water whenever necessary et complete complying with standard specification

Cement concrete 1:4:8 mix ( one cement four sand and eight aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Supplying and erecting centering for sides Centering for soffits of of plane surface for ground level strutting using mild steel sheets of size 90cm X 60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X '3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification.

Cement concrete 1:3:6 mix ( one cement three sand and six aggregate)using 40mm gauge hand broken granite tone jelly for foundation including dewatering if found ecessary and laid in layers of not more than 15 cm thick and compacted,etc., complete complying with standard specfication

Provision for Wheep Holes

Providing and Erecting of Retro - Reflectorised Cautionary,Mansatory and Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Aheeting Confirming to Type - IV Standards of IRC - 67 :2012 and ASTM D 4956 - 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mmX25mmX3mm Mild Steel Angle and Supported on a Mild Steel angle Post 75X75X6mm With a Clear Height of Not Less Than 2.10m From The Ground Level to The Bottom of The Sign Board and 0.6m Below Ground Level . The Sign Post should be painted as per IRC 67 - 2012 and Firmly Fixed to the ground by Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmX45cmX60cm Size Includeing Cost and Conveyance of All Materials, Equipment,Machinery and Labour With all Leads and Lifts Loading Charges Neccessary For Satisfactory Completion Of The Work as Directed By the Engineer in Charge . High Intensity Retro - Reflectro Sheet Shall Consist of Minimum Coefficient of Retro - Reflection as Per Table 6.6 of IRC 67 - 23012 The Retro - Refkective Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance and a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained as Per IRC 67 :2012 (as Per MORT&H Specification No.801)

Provision for 90cm Chevaron Sign Octagon Board

Provision of Name Board

Road lens With Reflectors

Cost of HM Stone ( 650x150x100mm)

Upgradation the Road From Mangalsolipalyam (Chellarapalyam Bus stop) Main Road to Perichipalayam (railway Bridge) road Km 0/0-0/540 (R363)

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Providing and Laying Gravel Soling to 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental 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 other incidental charges etc.,

Providing and laying Bituminious concrete to 25 mm 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

Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:354. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification No .803

Providing and Erecting of Retro - Reflectorised Cautionary,Mansatory and Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Aheeting Confirming to Type - IV Standards of IRC - 67 :2012 and ASTM D 4956 - 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mmX25mmX3mm Mild Steel Angle and Supported on a Mild Steel angle Post 75X75X6mm With a Clear Height of Not Less Than 2.10m From The Ground Level to The Bottom of The Sign Board and 0.6m Below Ground Level . The Sign Post should be painted as per IRC 67 - 2012 and Firmly Fixed to the ground by Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmX45cmX60cm Size Includeing Cost and Conveyance of All Materials, Equipment,Machinery and Labour With all Leads and Lifts Loading Charges Neccessary For Satisfactory Completion Of The Work as Directed By the Engineer in Charge . High Intensity Retro - Reflectro Sheet Shall Consist of Minimum Coefficient of Retro - Reflection as Per Table 6.6 of IRC 67 - 23012 The Retro - Refkective Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance and a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained as Per IRC 67 :2012 (as Per MORT&H Specification No.801)

Provision for 60cm Sign Board Triangle Board

Provision for 90cm Chevaron Sign Octagon Board

Roadstud with lens With Reflectors

Cost of HM Stone ( 650x150x100mm)

Provision for Name Board

Renewal the Road From Chellarapalyam Road to Mangasolipalyam Road Km 0/0-0/310 (R114)

Clearing the Scrub jungle including all labour charges for burryingng and burning etc.,Clearing and grubbing road land including uprooting wild vegetation, grass, bushes ,scrubs,saplings and trees of girths upto 300mm, removal of stumps of such trees cut earlie and disposal of unserviceable material and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm thickness as per technical specification clause 201. etc. comp.

Earth work excavation in all classes of soils except hard rock requiring blasting depositing on bank with initial lead of 10M and lift of 2M including all labour charges and incidental charges such as shoring, strutting, providing coffer dams, bailing out of water as per 20A

Providing and Laying Gravel Soling to 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 at optimum moisture content and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete.

Providing and laying Tack coat over BT surface using 3Kg of bitumen 60/70 for 10sqm area including cost and conveyance of bituminous binder including labour charges for preparing the surface and applying the required quantity of bitumen as tack coat

Providing and laying Bituminious concrete to 25 mm 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

Providing and laying of hot applied Thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:354. The finished surface to be level uniform and free from streaks and holes etc complete as per MORT&H specification No .803

Providing and Erecting of Retro - Reflectorised Cautionary,Mansatory and Informatory Signs (With Definition Board) Made Out of High Intensity Prismatic Grade Aheeting Confirming to Type - IV Standards of IRC - 67 :2012 and ASTM D 4956 - 09, Specification And Fixed Over 2mm Thick Aluminium Sheet Fixed Over a Back Supporting Frame of 25mmX25mmX3mm Mild Steel Angle and Supported on a Mild Steel angle Post 75X75X6mm With a Clear Height of Not Less Than 2.10m From The Ground Level to The Bottom of The Sign Board and 0.6m Below Ground Level . The Sign Post should be painted as per IRC 67 - 2012 and Firmly Fixed to the ground by Means of Properly Designed Foundation With M15 Grade Cement Concrete 45cmX45cmX60cm Size Includeing Cost and Conveyance of All Materials, Equipment,Machinery and Labour With all Leads and Lifts Loading Charges Neccessary For Satisfactory Completion Of The Work as Directed By the Engineer in Charge . High Intensity Retro - Reflectro Sheet Shall Consist of Minimum Coefficient of Retro - Reflection as Per Table 6.6 of IRC 67 - 23012 The Retro - Refkective Sheeting Shall Be Covered Under 7 Years Warranty Issued For Field Performance and a Certified Copy of Three Years Outdoor Exposure Report Shall Be Obtained as Per IRC 67 :2012 (as Per MORT&H Specification No.801)

Provision for 90cm Chevaron Sign Octagon Board

Roadstud with lens With Reflectors

Cost of HM Stone ( 650x150x100mm)

Provision for Name Board

GST Amount for providing Service to Government Contract Works for the above Construction & Maintenance Works. { GST Amount is the Total GST Amount for overall quoted amount (Both Construction and Maintenance) above this row in column "BB" for all works in this package} (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

SELVAKUMAR CONSTRUCTIONS (BID ID -1245168)