CMRDP - HPDT_4

Picking the existing BT surface upto 50mm thick as directed by the Departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excludung cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc.,complete as per standard specifications as per clause 111,112,202, 900 & 305.4.3 of MORTH - Vth Revision etc.,complete.

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring,bracing and their subsequent removal of all logs,stumps and other deleteriuos matter and obstructions,trimming of bottom of excavation,backfilling and clearing the site and disposal of all surplus materials etc.,complete as per standard specification for Boxing as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including remixing the materials with waterat OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- V Material

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including remixing the materials with waterat OMC in mechnanical mixplant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5, complete as per clause 111, 112, 401 & 900 of MORTH Vth Revision etc., complete - for Grading- III Material

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam of 250mm thickness, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 406 & 900 of MORTH Vth Revision

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Tack coat - Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10sqm for preparatory to another bituminous construction over itincluding costofmaterial, labour charges ,rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 111, 112, 501, 503 & 900 of MORTH Vth Revision.

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver finisher hydrostatic (more than 5m width) to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5.. (Grading I)

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5. (Grading I)

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 (Grading II)

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50-13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5 Grading II

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing and laying Bituminous Concrete to 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 50.30kgs of VG40 bitumen 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 Pneumatic Roller 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, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory / Pneumatic roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Grading II

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

Providing and laying Bituminous Concrete to 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 50.30kgs of VG40 bitumen 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, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision Grading II

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing and laying Bituminous Concrete to 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 50.30kgs of VG30 bitumen 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, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5 Grading II

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Providing compaction for embankment / making up of low berms using the available box cut earth including all hire and fuel charges for power roller for compaction, water sprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers. For Hire and Labour charges only

1. Widening from Two Lane to Four lane and Strengthening at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60) including Reconstruction of Box culverts, Construction of Box Culvert , Retaining wall,Drain,Buslay Bye,Kerb Median and Junction Improvement

1.13 Provision For Branch Road Improvement of Hogenakkal Pennagaram Dharmapuri Thirupathur road (SH-60)

Dismantling the the existing Plain Cement concrete in the existing causeway / bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Earth work excavation in all class of soil such as hard stiff clay, stiff black cotton hard red earth, shales, murrams,gravel, stoney earth etc and depositing on bonk with all leads and lifts and all other incidential charges such as bailing out water , shoring,strutting and forming protective bunds whever necessary etc complete as per strandard specification for Foundation of Box Culvert and Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.9 Construction of Box Culvert at Km 22/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Plain Cement Concrete M15 (Nominal mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per standard specifications as per MORTH Rev. V for Footing of Box culvert, wing Wall and Retaining Wall

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.9 Construction of Box Culvert at Km 22/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Vibrated Reinforced Cement concrete in M25 using ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for Base slab Side wall & Deck slab of CELL BOX (DESIGN MIX M25)

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.9 Construction of Box Culvert at Km 22/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

VIBRATED REINFORCEMENT CEMENT CONCRETE 1:1.5:3 (M25) Using 20mm & 12mm ISS size HBG metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be procured by the contractor including cost of form work etc., complete.(below sill level)

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

VIBRATED REINFORCEMENT CEMENT CONCRETE 1:1.5:3 (M25) Using 20mm & 12mm ISS size HBG metal from approved quarry including cost and conveyance of all materials to site including cost of cement which will be procured by the contractor including cost of form work etc., complete.(Above sill level)

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per standard specifications for area as per MORTH Rev. V Specification Nos.100,1000,1500,1700, 2100 for Wing Wall, Parapet of Box Culvert

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.9 Construction of Box Culvert at Km 22/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per standard specifications for area as per MORTH Rev. V Specification Nos.100,1000,1500,1700, 2100 for Retaining wall parapet

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Supply and fabrication of Fe-500/ 500D/550/550D steel required for all RCC items of works involed in the schedule, including cost and steel at site cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying, grills, including over lapping to the requied length whenever neccesary and providing to the reinforcement placing the reinforcement in position as specfied in the drawing including cost of binding wire, provision of spacer bers, cover blocks and all other incidental charges etc., complete.

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.9 Construction of Box Culvert at Km 22/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.9 Construction of Box Culvert at Km 22/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labor for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labor charges for fixing, etc., to drain of the backfill IN THE protective works

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Providing Barrier Type Kerb for median/ islands using vibrated cement concrete of gradeM20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite,including hire and fuel charges of all the machineries employed for this work,including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification

1.12 Providing kerb median at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Gravell filling behind Abutment with clean gritty gravel including cost and conveyance of gravel to worksite and stacking to departmental gauge for premeasurement laying handling charges etc., complete.

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Refilling behind the body wall with Using cut earth including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete (Labour filling charges only)

1.1 Reconstruction of Culvert at Km 23/4,23/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.2 Reconstruction of Box Culvert at Km 24/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.3 Reconstruction of Culvert at Km 24/8,24/10 (2Nos) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.4 Reconstruction of Box Culvert at Km 26/2 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.5 Reconstruction of Culvert at Km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.6 Reconstruction of Culvert at Km 27/6 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.7 Reconstruction of Culvert at Km 28/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.8 Reconstruction of Culvert at Km 29/8 (i)(ii) of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.9 Construction of Box Culvert at Km 22/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.10 Construction of Retaining wall at km 23/4 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.11 Construction of Retaining wall at km 26/10 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

1.12 Providing kerb median at Km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and Laying Centre line and edge line of hot applied thermoplast paint compound 2.5mm thick including reflectorising glass beads @ 250gms. Per sqm. area, thickness of 2.5min is exclusive of surface applied glass beads as per IRC:35, the finished surface to be level uniform and free from streaks and holes etc., complete as per MORT&H specification No.803

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

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 chrimaticity 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 15mm, 90mm and 100mm 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 o the intergrated cylindrical shanks, (of diameter not less than 19 +/-2mm and height not less than 30 +/- 2mm) 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 comfirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Providing and Fixing 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 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm 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 withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection 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 MORTH & H Specification No. 801).

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

90 cm Equilateral traimgle

90 cm high octagon

60cm circular

60 x 45cm Rectangular

Providing and Fixing 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 4959 - 09, specification and fixing over 2mm thicks Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75mmx75mmx6mm 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 withall leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charges. High intensity Retro - Reflectro Sheet Shall consist of minimum coeffient of Retro - reflection as per Table 6.6 of IRC 67 - 2012. The Retro - Reflection 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 MORTH & H Specification No. 801).

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

80cm x 60cm Rectangular

Direction and Place Identification Signs - Type - IV providing and erecting Direction and place Identification Retro- Reflectorised sign 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 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 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 consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be converd under 7 year warrantly 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) Rate per Sqm

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Rectangular Size. (1200 X 900 mm ). For Place Identification

Rectangular Size. (1500 X 1200 mm ). For Place Identification

Direction and Place Identification Signs - Type - XI ( For Location of black spot curve, sharp bend, junction, ghat roads and critical zone applications) providing and erecting Direction and place Identification Retro- Reflectorised sign made out of High Intensity Prismatic Grade Sheeting confirming to Type XI 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 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 consist of minimum coefficient of Retro- reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be converd under 10 year warrantly 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) Rate per Sqm

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Rectangular Size. (2400 X 1800 mm ). For Place Identification

Providing and Erecting of Retro - reflectorised Hazard Marker Traffic sign made out of high intensity Prismatic Grade sheeting coinfirming 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 and 0.60 m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by meand sof properly designed 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)

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Providing and fixing of Retro Reflectorized Overhead Cantilever Gantry Informatory signs made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 – 09, specification and fixed over 2 mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50 mm x 50 mm x 6 mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80 NB (Nominal Bore) MS Pipe with 4 mm thick and 40 NB (Nominal Bore) MS Pipe with 3.2 mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes(420x420), (682x420), (288x288), (288x927), (44x130)are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures.The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 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).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, Machinery and labor with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Providing fixing of Rigid Median Marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of anisosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro-reflective sheeting confirming to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than 70 cm². Edge of retro reflective shall be concealed using a grill / mesh / similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery - 1 No.with Box, Solar Circuit Controller Board Box. Straight Pole : MS Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.d by a combination of epoxy adhesive and grouting. Sl No.10

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete.

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

Providing and fixing of Digitally Printed Retro Reflectorized Sign Board using UV Inkjet Printermade out of cube corner micro prismatic grade sheeting of Type-XI standards of IRC 67-2022 and ASTM D 4956 – 09 specification, Digitally Printed using UV Inkjet Printer (UVIJ) for traffic colour, images/logos/ text and laminated with clear electro- cuttable film and applied to properly prepared sign substrates, fixed over 2mm Aluminium sheet with back supporting frame of 50x50x6mm Mild Steel ‘L’ angle and supported on a 150NB (Nominal Bore) pipe with 4.50mm thick with an overall height from top of the board to foundation The sign board should be of 2.10m clear height from the ground level to the bottom of the sign board and 1.10m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete of size 450x450x1100mm including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete. The Micro prismatic sheeting should have minimum 70% coefficient of Retro-reflection values as per table 6.90 of IRC 67-2022. The retro- reflective sheeting shall be covered under 10 Years warranty issued for field performance and a certified copy of 3 years outdoor exposure report shall be obtained as per IRC 67-2022. The warranty shall be inclusive of digitally printed images/ logos/ test/ legends and their bonding to the retro-reflective sheeting (as per MoRT&H specification no.801) of Size – 3.64m x 2.42m\

1.14 Provision for Road Furniture of km 22/4-29/8 of Hogenakkal Pennagaram Dharmapuri Thirupathur road

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