E1-535-2021-2.ERODE CITY MUNICIPAL CORPORATION

Amount

Picking 5cm to 10cm old metalled surface and sectioning the Existing surface to laying the road to Proper Gradient and remove the loose soil without damage the Water Supply Pipes. The Rate inclusive of all charges etc, complete as per standard specifications

Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock requiring blasting inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including clearing leveling the site etc., complete complying with standard specification (TNDSS No. 23, 24)

Preparing the Existing surface to laying the road to proper Gradient and remove the loose soil without damage the Water Supply and other Pipe lines.The Rate includive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.

Providing and laying ,spreading and compacting graded stone aggregate to wet mix macadam (WMM ) soecification 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 for 10 square 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 V 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 for 10 square 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 Specifications

Providing and laying tack coat of 2.0 kgs/10 sqm over the B.T surface treated with binder using 2.0 kgs of bituminous Emulsion for 10 square 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 Specifications

Providing and laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25 cum of 13.20-2.36mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG30/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 the min. required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 50mm with 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 charges and fuel charges for 20- 30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9m paver finisher, 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 Specification

Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00 - 9.50mm, 0.17cum of 9.50 -2.36mm and 0.26cum of 2.36 and below with 45.27kgs of VG30 / VG40 bitumen and 5.03Kg of plastic waste (50.30*10%=5.03Kg) for premixing per 10sqm 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 30mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10tonne Vibratory /

Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher / 9m paver finisher, 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.

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gms per sqm area , thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC-35. The finished surface to be leveled uniform and free from streaks and holes etc..completed as per MORTH sepcification 803

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS moulded body confirming to ASTIVI 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 ASTIVI D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-D0.111 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 1:3 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 Cylindercial shanks,(of dia not less than 19+/ 2 mm and height not less than 30+/- 2 mm ) from the body is to be a minimum value of 500 kgf. Fixing will be drilling by holes on the road for the shanks to go inside , without nails and using epoxy resin based adhessive as per manufactures recommendation and completed as directed by theengnineer. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confriming to IRC 35-2015 guidelines and MORTH and specification 804 etc ..complete

Providing laying and jonting of UGSS house service connection pipe line up to Road side drian using 110mmOD PVC pipe 6kg/cm2 with same diameter PVC dummy including cost of all materials to site, laying and Jointing of pvc pipe to proper gradient and alignmentetc including cost of necessary dismantling to existing UGSS manhole side wall and redo the nessary manhole wall makeing good etc complete

Providing and laying red gravel to the specified thick including cost and conyvence 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 departmentl officers leveling sectioning etc..and allm other charges for tools and plants required for the work and all other incidental charges such as barriedcading and providing danger lights etc..completed as per standard specification as per clause 301 and 305 of MORTH

Raising the UGSS manhole cover upto proposed road level refixing the same over the cement concrete surface to an average height of 0.15 meter to 0.25 meter plain cement concrete 1:2:4 mix using 20 mm which will be laid over the brick work masonry surface including all labour charges for dismantling the existing cement concrete of all materials to site etc., complete as per standard specification. (in BT Road)

Conveyance of excess excavated and surpluse earth to low laying areas upto 3 km lead including loading , unloading charges and cost of transportion charges, including cost of all labours charges etc complete

RCC non pressure spun pipe ( NP3) 450mm with socket and spigot ends asper IS 458/2003 manufactured withsulphate resistant cement with 12 mm HI -alumina lining with rubber ring jointsIncluding Cost and conveyance of allmaterials and all labour charges etc., asper standard specifications

Selliamman constructions