Vellore District Strengthening of 7 roads in Katpadi Block under MGSMT phase III 2025-26 scheme, package no 14

Amount

Strengthening of the Road from at KR Road to Gandhi Nagar Link Road at Ammavaripalli Panchayat at Katpadi Block. Km 0/0 -0/200 (R-327)

Clearing and grubbing road land including uproot ingwildvegetation,grass,bushes,shrubs, saplingsand treesof girthupto300mm, removal of stumpsof such treescut earlier anddisposal of unserviceable materialsandstackingof serviceablematerial tobeusedorauctioned, uptoa leadof1000mincluding removalanddisposalof to porganicsoilnot exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50mm and disposalofscarifiedmaterialwitha lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Applying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete

Applying TACKCOAT over Primed WMM surface a t2.5Kg of RS-1 Bitumen Emulsion/10sq.mincluding

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler for etc Complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) 90 cm equilateral triangle

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting 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 25mm x 25mmx3mm 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts. loading charges necessary 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 67-2012. The retro-reflective sheeting shall be covered under 7 year 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) 60 cm Equilateral triangle cautionary signboard

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of category A' Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19/-2mm and height not less than 30/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRT&H specification 804 etc.. complete

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Provision for Hectometer Stone

Strengthening of the Road from KR Road to Billikulam Road in Ammavaripalli Panchayat at Katpadi Block. Km 0/0 -0/500 (R-326)

Clearing and grubbing road land including uproot ingwildvegetation,grass,bushes,shrubs, saplingsand treesof girthupto300mm, removal of stumpsof such treescut earlier anddisposal of unserviceable materialsandstackingof serviceablematerial tobeusedorauctioned, uptoa leadof1000mincluding removalanddisposalof to porganicsoilnot exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50mm and disposalofscarifiedmaterialwitha lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Applying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete

Applying TACKCOAT over Primed WMM surface a t2.5Kg of RS-1 Bitumen Emulsion/10sq.mincluding

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler for etc Complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) 90 cm equilateral triangle

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting 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 25mm x 25mmx3mm 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts. loading charges necessary 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 67-2012. The retro-reflective sheeting shall be covered under 7 year 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) 60 cm Equilateral triangle cautionary signboard

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of category A' Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19/-2mm and height not less than 30/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRT&H specification 804 etc.. complete

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Provision for Hectometer Stone

Strengthening of the Road from Angaalaparameswari Kovil Road in Mahimandalam Panchayat at Katpadi Block. Km 0/0 -0/300 (R-340)

Clearing and grubbing road land including uproot ingwildvegetation,grass,bushes,shrubs, saplingsand treesof girthupto300mm, removal of stumpsof such treescut earlier anddisposal of unserviceable materialsandstackingof serviceablematerial tobeusedorauctioned, uptoa leadof1000mincluding removalanddisposalof to porganicsoilnot exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50mm and disposalofscarifiedmaterialwitha lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Applying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete

Applying TACKCOAT over Primed WMM surface a t2.5Kg of RS-1 Bitumen Emulsion/10sq.mincluding

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler for etc Complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) 90 cm equilateral triangle

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting 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 25mm x 25mmx3mm 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts. loading charges necessary 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 67-2012. The retro-reflective sheeting shall be covered under 7 year 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) 60 cm Equilateral triangle cautionary signboard

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of category A' Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19/-2mm and height not less than 30/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRT&H specification 804 etc.. complete

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Provision for Hectometer Stone

Strengthening of the Road from Kokkeri Ramapuram to Mettupalayam Road in Mahimandalam Panchayat at Katpadi Block. Km 0/0 -0/380 (R-282)

Clearing and grubbing road land including uproot ingwildvegetation,grass,bushes,shrubs, saplingsand treesof girthupto300mm, removal of stumpsof such treescut earlier anddisposal of unserviceable materialsandstackingof serviceablematerial tobeusedorauctioned, uptoa leadof1000mincluding removalanddisposalof to porganicsoilnot exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50mm and disposalofscarifiedmaterialwitha lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Applying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete

Applying TACKCOAT over Primed WMM surface a t2.5Kg of RS-1 Bitumen Emulsion/10sq.mincluding

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler for etc Complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) 90 cm equilateral triangle

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting 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 25mm x 25mmx3mm 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts. loading charges necessary 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 67-2012. The retro-reflective sheeting shall be covered under 7 year 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) 60 cm Equilateral triangle cautionary signboard

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of category A' Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19/-2mm and height not less than 30/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRT&H specification 804 etc.. complete

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Provision for Hectometer Stone

Strengthening of the Road from Gandhinagar to Nangamangalam Road in Mutharasikuppam Panchayat at Katpadi Block. Km 0/0 -0/850 (R-258)

Clearing and grubbing road land including uproot ingwildvegetation,grass,bushes,shrubs, saplingsand treesof girthupto300mm, removal of stumpsof such treescut earlier anddisposal of unserviceable materialsandstackingof serviceablematerial tobeusedorauctioned, uptoa leadof1000mincluding removalanddisposalof to porganicsoilnot exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50mm and disposalofscarifiedmaterialwitha lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS

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)

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Applying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete

Applying TACKCOAT over Primed WMM surface a t2.5Kg of RS-1 Bitumen Emulsion/10sq.mincluding

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler for etc Complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) 90 cm equilateral triangle

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting 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 25mm x 25mmx3mm 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts. loading charges necessary 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 67-2012. The retro-reflective sheeting shall be covered under 7 year 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) 60 cm Equilateral triangle cautionary signboard

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of category A' Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19/-2mm and height not less than 30/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRT&H specification 804 etc.. complete

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Provision for Hectometer Stone

Construction of RCC Culvert 1.5Mtr Span @ Km 0/300

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 for etc Complete

Cement concrete 1:4:8 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Cement concrete 1:3:6 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items.

First Footing

Deck Slab Sides

Supplying and fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel & binding wire in all floors etc complete complying with standard specification.

R.C.C. 1: 1.5: 3 mix Using 20mm ISS machine HBG stone jelly for all RCC item excluding cost of reinforcement and fabricating charges, including centering charges curing and labour charges for laying, consolidation etc Complete

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Supply and Filling of well gravel for Culvert approaches including cost and conveyance of all and labour charges for laying, consolidation etc Complete

Construction of RCC Culvert 1.5Mtr Span @ Km 0/680

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 for etc Complete

Cement concrete 1:4:8 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Cement concrete 1:3:6 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items.

First Footing

Deck Slab Sides

Supplying and fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel & binding wire in all floors etc complete complying with standard specification.

R.C.C. 1: 1.5: 3 mix Using 20mm ISS machine HBG stone jelly for all RCC item excluding cost of reinforcement and fabricating charges, including centering charges curing and labour charges for laying, consolidation etc Complete

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Supply and Filling of well gravel for Culvert approaches including cost and conveyance of all and labour charges for laying, consolidation etc Complete

Strengthening of the Road from PT Road to Thenpalli in Thenpalli Panchayat at Katpadi Block. Km 0/0 -0/820 (R-215)

Clearing and grubbing road land including uproot ingwildvegetation,grass,bushes,shrubs, saplingsand treesof girthupto300mm, removal of stumpsof such treescut earlier anddisposal of unserviceable materialsandstackingof serviceablematerial tobeusedorauctioned, uptoa leadof1000mincluding removalanddisposalof to porganicsoilnot exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50mm and disposalofscarifiedmaterialwitha lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Applying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete

Applying TACKCOAT over Primed WMM surface a t2.5Kg of RS-1 Bitumen Emulsion/10sq.mincluding

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler for etc Complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) 90 cm equilateral triangle

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting 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 25mm x 25mmx3mm 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts. loading charges necessary 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 67-2012. The retro-reflective sheeting shall be covered under 7 year 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) 60 cm Equilateral triangle cautionary signboard

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of category A' Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19/-2mm and height not less than 30/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRT&H specification 804 etc.. complete

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Provision for Hectometer Stone

Construction of RCC Culvert 1.5Mtr Span @ Km 0/280

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 for etc Complete

Cement concrete 1:4:8 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Cement concrete 1:3:6 mix using 40mm size HBG metal including cost and conveyance of all materials to site labour charges for laying consolidation curing etc.

Supplying and erecting centering for sides and soffits including supports and strutting upto 3.29m height. For plague surfaces in all floors with all cross bracing wing mild steel of size 0.90cm x 60cm and 10 gouge stiffened welded with mild steel angles of size 25mmx 25 mmx 3mm for boarding laid over silver oak (C.wood) joined of size 10cm x 6.5cm dia spaced above 90cm center to center and supported by casuarinas propels from to 13cm dia spaced at 75cm center to center etc., complete complying with standard specification and as directed for the following items.

First Footing

Deck Slab Sides

Supplying and fabricating and placing in position mild steel or ribbed tor steel for all reinforced cement concrete works as per the design given including cost of steel & binding wire in all floors etc complete complying with standard specification.

R.C.C. 1: 1.5: 3 mix Using 20mm ISS machine HBG stone jelly for all RCC item excluding cost of reinforcement and fabricating charges, including centering charges curing and labour charges for laying, consolidation etc Complete

Cement concrete 1:2:4 mix using 20mm ISS metal including cost and conveyance of all materials to site and all labour charges for mixing, laying and curing etc complete

Supply and Filling of well gravel for Culvert approaches including cost and conveyance of all and labour charges for laying, consolidation etc Complete

Construction of CC Road @ KM 0/420 - 0/820

Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting, labour charges etc Complete

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Strengthening of the Road from Sripadhanallur to Kadasiyur in Veppalai Panchayat Katpadi Block. Km 0/0 -/400 (R-187)

Clearing and grubbing road land including uproot ingwildvegetation,grass,bushes,shrubs, saplingsand treesof girthupto300mm, removal of stumpsof such treescut earlier anddisposal of unserviceable materialsandstackingof serviceablematerial tobeusedorauctioned, uptoa leadof1000mincluding removalanddisposalof to porganicsoilnot exceeding 150mm in thickness as per TechnicalSpecification Clause 201.

Scarifying the existing bituminous road surface to a depth of 50mm and disposalofscarifiedmaterialwitha lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads leads by deploying mechinery including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For embankment/Sub grade (CBR:8 & Lead:15)

Supply of carted earth from approved quarry an average lead 1km including cost and conveyance of all materials to site anf labour charges etc. SHOULDERS

Providingand laying spreading and compacting graded stone aggregate to WetMixMacadam (WMM)specification including premixing the materialwithwateratOMCinmachanicalmixplantcarriageofmixed material by tipper to site laying inuniform layers250mmthickwithpaversinSubBase/Basecourseonwell prepared surface and compacting with vibratory roller to achieve the desired density including cost for etc Complete

Applying PRIME COAT over WMB/WMM surface at 7.00Kg of SS-1BitumenEmulsion/10sq.mincluding labour for spraying, hire charges for bitumen sprayer etc., Complete

Applying TACKCOAT over Primed WMM surface a t2.5Kg of RS-1 Bitumen Emulsion/10sq.mincluding

Providing and laying Bituminous Concrete to 25/30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 47.28kgs of VG30 bitumen and 3.02Kgs of Waste Plastic for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying 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 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler for etc Complete

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (with definition board) made out of High Intensity Prismatic Grade Sheeting 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary 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 67-2012. The retro- reflective sheeting shall be covered under 7 year 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) 90 cm equilateral triangle

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting 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 25mm x 25mmx3mm 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 0.60m 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 including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts. loading charges necessary 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 67-2012. The retro-reflective sheeting shall be covered under 7 year 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) 60 cm Equilateral triangle cautionary signboard

Road Markers/Road Stud with Lens Reflector - Providing and fixing reflective road studs of category A' Raised pavement markers made out of poly carbonate/methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH. 33023/10/97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35/-5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19/-2mm and height not less than 30/-2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MoRT&H specification 804 etc.. complete

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703

Provision for Hectometer Stone

Construction of CC Road @ Km 0/140 - 0/400

Supplying and erecting centring sor sides and soffits with M.S sheets laid over silver oak joists with casurina props for supporting, labour charges etc Complete

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Provision For Metal Barricade @ Km 0/015 - 0/042

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}

RAJARAM AND CO (BID ID -1451991)