Municipal Administration And Water Supply Department Tender

Providing and laying ,spreading and compacting 0.396 m3 of 45-22.40mm & 0.528 m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal 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 over WBM/ WMM surface (treated with primer) using2.50 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 perClause 503 of MORTH Rev-5

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

Providing and laying Bituminous Concrete to 30mm/40mm 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 50.30kgs 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 20-30ton 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.

Collection, supply and filling of well gravel from approved quarry including cost and conveyance and stacking at road side to departmental gauge for taking pre measurement etc., complete as per specification.

Providing and laying of Hot applied Thermoplastic Compound 2.5mm thick including reflectrosing glass beads @250gms per sqm area ,thickness of 2.5mm is exclusive of surface applied glass beads as per IRC :35.The finihsed surface to be level,unifrm and free from streaks and holes etc complete as per MORTH & specification NO 803

Supply and fixing of 600mm dia FRC manhole frame to have clear opening of 600mm dia to suit 600mm dia FRC Cover

Supply and fixing of 600mm dia FRC manhole cover to suit 600 mm clear opening manhole frame

Providing and fixing reflective road studs of ' Category A' raised pavement markers made out of poly coarbonate/Methyl methecrylate/ABS moulded body confirming to ASTM D 786 and reflective panels wiht micro prismatic lens capable of providng total intenal reflection of the light entering the lens face with retro reflectance and chromaticity 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 lenght shall not be less than 15mm ,90mm and 100mm and with minimum reflective area of 13sqcm on each side and the slope to the base shall be 35+/-5degree.Each reflector shall have CIL not less the values specified in tanle 2 of said morth circular.THe strength of detachment of the intefrated cylindrical shanks(of diameter not less the 19+/-2mm and height not less the 30+/-2mm from hte body is to be a minimum value of 500kgf.Fixing will be by drilling hole on the road for the shanks to fo inside without nails and using epoxy resinbased adhesive as per manufacturers recommenndation and complete as directed bu the engineer,The marker shall support a load of 13635kg tested in accordance with ASTM D4280 and confirming to IRC 35 -2015 guidelined and MORTH specification 804etc., complete

Raising the existing circular man hole in heavy type including the removing the existing the man hole cover with frame and dismantling the existing the cement concrete wall and tar road surface around the manholes using 1:2:4 20mm jelly for raising the existing the manhole wall and using CC 1:2:4 with 20mm chips for finishing the top surface of manhole etc., complete.