Formation of BT surface Earthern to BT using CMP with paver finisher at Rettamalai Kovil Main Road 086056R8210 in ward no.56.

Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniform layers with motor grader on prepared surface, mix in by palce method at OMC and compacting with Vibratory Roller to achieve the desired density including all labourcharges etc, complete as per technical specification and as directed by the departmental officers. Morth - Rev V No. 111,112,401,900

Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) 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 406 of MORTH specifications.

Providing and laying Prime coat of 7 kgs/10 sqm over the WMM surface treated with primer using 7 kgs of bituminous Emulsion (SS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as Prime coat manually etc., complete as per 502 of MORTH Rev-5 Specifications

Providing and laying tack coat of 2.5 kgs/10 sqm over the WMM surface treated with binder using 2.5 kgs of bituminous Emulsion (RS) for 10square meter area including cost of bituminous binder, including labour charges for applying the required quantity of bituminous binder as tack coat manually etc., complete as per 503 of MORTH Rev-5 Specifications

DBM (Grade-II) 50mm Thick Using VG30 Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cu.m of 26.50-13.20mm, 0.25cu.m of 13.20-2.36mm and 0.23cu.m of 2.36mm & below and with 53.20Kgs 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 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

BC 30/40mm Thick (Grade-II) Using VG40 Bitumen and Plastic Waste Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cu.m of 19.00-9.50mm, 0.17 cu.m of 9.50-2.36mm and 0.26 cu.m 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 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, 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

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied Thermoplasticcompound 2.5 mm thick including reflectorising glassbeads @ 250 gms per sqm area, thickness of 2.5 mm isexclusive of surface applied glass beads as per IRC:35-2015. The finished surface to be level, uniform and freefrom streaks and holes etc., complete as per MoRT&Hspecification No.803

Road Markers/Road Stud with Lens Reflector Providing and fixing reflective road studs of ‘categoryA’ Raised pavement markers made out of polycarbonate / methyl methercrylate/ABS moulded bodyconfirming to ASTM D 788 and reflective panels withmicro prismatic lens capable of providing total internalreflection of the light entering the lens face withretro reflectance and chromaticity values conformingto ASTM D4280. The reflective raised pavement markers shall also confirm to the MoRT&H circular No RW / NH.33023/10/ 97-DO. III dt 11.06.97. The height, widthand length shall not be less than 15 mm, 90 mm and100 mm and with minimum reflective area of 13 Sq.cmon each side and the slope to the base shall be 35(+/-) 5 degree. Each reflector shall have a CIL not lessthan values specified in Table 2 of said MoRT&H circular.The strength of detachment of the integrated cylindricalshanks, (of diameter not less than 19 (+/-) 2mm andheight not less than 30 (+/-) 2 mm) from the bodyis to be a minimum value of 500 Kgf. Fixing will be bydrilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesiveas per manufacturer’s recommendation and completeas directed by the Engineer. The marker shall support aload of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&Hspecification 804 etc., complete

Providing and erecting of Direction and PlaceIdentification Retro-reflectorised Signs made outof Cube Corner Micro Prismatic Grade Sheetingconfirming to Type-XI standards of IRC-67: 2012 andASTM D 4956 –09, specificationand fixed over2mmthick Aluminium sheet fixed over a back supportingframe of 25mmx25mmx3mm Mild Steel angle andsupported on a mild steel angle post 75X75X6mmwith a clear height of not less than 2.10m from theground level to the bottom of the sign board and0.60m below ground level. The sign post should bepainted as per IRC 67-2012 and firmly fixed to theground by means of properly designed foundationwith M15 grade cement concrete 45cmX45cmX60cmsize including cost and conveyance of all materials,equipment, Machinery and labour with all leadsand lifts, loading charges necessary for satisfactorycompletion of the work as directed by theengineer-in-charge. Micro Prismatic grade Retro -Reflectro sheet shallconsist of minimum coefficientof Retro-reflection as per Table 6.9 of IRC 67-2012.The retro -reflective sheeting shall be covered under10 year warranty issued for field performance anda certified copy of three years outdoor exposurereport shall be obtained as per IRC 67:2012. ( asper MoRT&H Specification No.801) (For location ofblack spot, curve, sharp bend, junction, ghat roadsand critical zone applications)-Rate per sqm ( for sign having area more than 0.9 sqm) Type - XI