Strengthening of BT Road at 4th ward North Paraipatti Sivakasi main road to well street,North Parai patti kovilpatti main road to Drinking well and 2nd ward Chellapatti main road (Chellapattii Oorani to sivakasi main road) in Thiruvengadam Town Panch

Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10 with standard specifications.

Dismantling and clearing away the dismantling plain cement concrete with in Town Panchayat limit low lewel areas with 3km lead including cost and conveyance of all materials etc.. Complete

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) Grade I specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 404 of MORTH specifications.

Providing and laying Prime Coat over WBM/ WMM Surface using 7Kg of Emulsion Bitumen (SSI) 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 502 of MORTH Rev-5

Providing and laying Tack Coat over WBM/ 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 503 of MORTH Rev-5

Providing and laying 50mm Consolidated thick Dense Bituminous Mecadam using 0.24 cum of 26.50 – 13.20 mm Graded metal and 0.25 cum of 13.20 – 2.36 mm Grade metal and 0.23 cum of 2.36 mm & below with 53.20 kgs of 60/70 Grade Bulk bitumen for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 50 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 505 of MORTH Rev-5

Providing and laying Bituminous Concrete 30mm Consolidated 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 mm & below with 45.27 kgs of 60/70 Grade Bulk bitumen and 5.03kg of shredded Plastic waste for premixing per 10 Sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregates 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 40 mm with mechanical pavers to the specified grades and cross sections and compaction by Vibratory/Pneumatic rollers to the required density etc., including labour for loading bitumen into bitumen tank and Metal to feeder unit, labour for attending to paver site etc., including hire charges and fuel charges for 20 – 30 ton CMP With bitumen boiler tipper,trucks, paver Finisher/9M, Vibrator rollers and all other tools and plants required,including all other incidental charges etc., complete as per standard specification using CMP Clause 507 of MORTH Rev-5

Providing and laying well Gravel to the specified thick including cost and conveyance of Red gravel from approved quarry and stocking the same at road side to Departmental guage for premeasurement as directed by the Departmental Officers including labour charges for spreading in layers not exceeding 75 mm thick (or) as specified by the departmental officers, levelling, sectioning etc., and all other charges for tools and plants employed for the work and all other incidental charges such as barricading and providing danger lights etc., complete as per standard specification. as per clause 301 & 305 of MORTH

Providing and laying of hot applied thermoplastic compund 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area,thickness fo 2.5mm exclusive of surface applied glass geads as per IRC;35. The finished surface to be level,uniform and free from streaks and holes.

Providing and Fixing Reflective Road Studs of "Categary B" Raised Pavement Markers made out of of poly carbonate /ABS Moulded Body and Reflective Panel ( bi Convex reflectors ) with Micro Prismatic lens Capable of Providing Total interal reflection of the Light entering the lens face with retro-reflectance and Chromaticity Values Conforming to ASTM D 4280. The Reflective raised Pavement Markers Shall also Conform to the Morth Circular No RW / NH.33023/10/97 - Do 111 dt 11.06.97 and the Lenght Height and Width of the Boby Shall not To be Less than 100mm,15mm amd 90mm and Base of Marker Shall be Support a load of 13635 Kg Tested in Accordance With ASTM D 4280. Lenses Shall Be Moulded of PolyCarbonate or Methercrylate Conforming to ASTM D 788 The Area of Each retro Reflectory Surface Shall not be less Than 13.00 Sqm The Slope or Retro - Reflectory Surface Sall be 35 + 5 Degree to Base Each reflector Shall Have a CIL not Less than Values Specfied in Table 2 of Said Morth Circular and Two Cylindrical Polymer Shanks of not Less RThan 20mm and Diameter and not less than 30 mm Lenght Sall be Provided for Better anchorage.Specfied in the Details Technical Specfication ans as Directed by the Engineer.