TN No.20/2025-26/LC.No.5/JI

Earthwork Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer with a lead of 1km for box cutting for providing Junction Improvements.

Providing and laying Granular Sub Base (GSB) Grade - III to required thickness on the prepared minimum CBR value 30 grading conorming to table 400-1 /200-2 of MORTH Revision - IV with sand,gravel crushed stone or quarry fines and or any other granular material or combination to given CBR of 30 on prepared sub grade in accordance with the requirements of the specifications including cost of materials , labour charges, rentals for machinery ,fuel and all other incidental charges etc., complete as per clause 401 of MORTH -V to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired complete as per clause 401 of MORT&H REV - 5. Mettupalayam side : Junction area East - West Junction area North - South Kovilapalayam side : Junction area (along ROB and MDR)

Providing and laying Granular Sub Base (GSB) Grade - V to required thickness on the prepared minimum CBR value 30 grading conorming to table 400-1 /200-2 of MORTH Revision - IV with sand,gravel crushed stone or quarry fines and or any other granular material or combination to given CBR of 30 on prepared sub grade in accordance with the requirements of the specifications including cost of materials , labour charges, rentals for machinery ,fuel and all other incidental charges etc., complete as per clause 401 of MORTH -V to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired complete as per clause 401 of MORT&H REV - 5. Mettupalayam side : Junction area East - West Junction area North - South Kovilapalayam side : Junction area (along ROB and MDR) Junction area (along Teacher's colony road VR)

Providing and laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with vibratory roller to achieve the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5. Mettupalayam side : Junction area East - West . Junction area North - South Kovilapalayam side : Junction area (along ROB and MDR) Junction area (along Teacher's colony road VR)

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen(SS1) per10sqm 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 502 of MORTH Rev-5. Mettupalayam side : Junction area East - West Junction area North - South (Autocad area). Kovilapalayam side : Junction area (along ROB and MDR) Junction area (along Teacher's colony road VR)

Proivding and laying of Tack Coat over WMM surface (treated with primer) using 2.5 Kg Bitumen Emulsion (RS1) per 10sqm for preparatary to another bitumious costruction over it including cost material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev -5. Mettupalayam side : Junction area East - West Junction area North - South Kovilapalayam side : Junction area (Along ROB and MDR) Junction area (Along Teacher's colony road VR)

Proivding and laying of Tack Coat over Existing BT surface using 2.0 Kg Bitumen Emulsion (RS1) per 10sqm for preparatary to another bitumious costruction over it including cost material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev -5. Mettupalayam side : Existing road along East - West Existing road along South Existing road along North Kovilapalayam side : Existing Kovilpalayam road Existing Teacher's colony road

Providing and laying 50 mm consolidated thick Dense Bituminous Macadam Grade II using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20 -2.36 mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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 with paver to the specified grade sand cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9mpaverfinisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-4 . Kovilpalayam side : Junction area along teacher's colony road VR

Providing and laying 85mm consolidated thick Dense Bituminous Macadam Grade I using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20 -2.36 mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG 30 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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 with paver to the specified grade sand cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9mpaverfinisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-4. Mettupalayam Side: Junction area North - South

Providing and laying 100mm consolidated thick Dense Bituminous Macadam Grade I using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20 -2.36 mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min 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 with paver to the specified grade sand cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9mpaverfinisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5 - Mettupalayam Side : Junction area East -West Kovilpalayam side : Junction area (along ROB and MDR)