Renewal of BT Road South Marret veethi Part in Ward No - 54

Amount

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 inclusive of all charges such as Earth work and remove the same away from the site etc, complete as per standard specifications.Road data 25-26 P -13

Providing and laying, spreading and compacting 0.396m3 of 45-22.40mm & 0.528m3 of 22.40-2.36mm & 0.396m3 of 2.36mm and below metal 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 subbase/basecourse on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications. MDU-CORP Road data 25-26 -P-12

Providing and laying Prime coat of 7.00kgs/10 sqm over the WMM surface treated with primer using 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. Road data 25-26 P-10

Providing and laying tack coat of 2.50kgs/10 sqm over the prime surface treated with binter using 2.50 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 Rev V Specifications Road data 25-26 P-11

Providing and laying tack coat of 2 kgs/10 sqm over the BT surface treated with binder using 2 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 Specifications.Road data 25-26 P-11

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 Road data 25-26 P-14

Providing and laying Bituminous concrete to 30/40mm thick using 0.13cum of 19.00-9.50mm, 0.17cum of 9.50 - 2.36mm and 0.26cum of 2.36 and below with 50.30 kgs of VG30/V 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 convyeing 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 8-10 tonne 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 adn 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 data 25-26 P-15

Raising the existing circular manholes of heavy type including removing the existing manhole cover with frame by dismantling the existing cement concrete and tar road surface around the manholes raising the existing manholes with cement concrete 1:2:4 ( One cement , two sand and four aggregates ) 15cm thick including centering inside the manholes laying 15cm height in C.C 1:2:4 using 20mm granite chips including finishing the top surface of manhole around etc. complete. Road 25-26 P-24

Road marking with hot applied thermoplastic compound with reflect rising glass based on Bituminous surface Providing and laying of hot applied thermoplastic compound 205mm thick including reflect rising glass beads @ 250gms.per sqm area. thickness of 2.5mm is exclusive of surface applied glass beads as per IRC :35. The finished surface to be level uniform and free from streads std holes etc complete. (as per MORT & H Specification no 803) Road data 25-26 P-24

Manufacturing, supply & fixing of Retro-Reflective Road name sign board single arrow size 1.00x0.5m size made out if wide angle cuble corner micro prismatic grade sheeting configuring to IRC 67:2010& Type XI standards of ASTM 4956-09 specification and fixed over 2mm thick aluminum sheet back support frame of stainless steel supported by 32NB stainless steel pipe all round and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 30cmx30cm 45cm complete. The information massage shall be made out of cutout letters in blue colors transparent overlay film as per IRC 67-201 guide lines 7years pre qualification warranty for of Retro-Reflective sheeting from the original sheeting manufacture & a certified copy of three outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor. The sign board shall be Retro-Reflective type XI. The Retro-Reflective sheeting should have manufacture WATERMARK on the sheeting surface for identification and the reflective sheeting should be orientation free. This should be compulsorily be demonstrable.Road data 25-26

Add GST 18%

MPS AND CO (BID ID -1549372)