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| 1 | Earthwork excavation for foundation in Hard stiffclay, stiff black cotton, hardred earth, shalesmurram, gravel, stoney earth and earthmixed with small size boulders SS.20B and Sand, silt or other loosesoil, wetsand, or silt not underwater, lightblack cottonsoil, sandyloam ordinarysoil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling ou twater and cleaning and levelling the site etc., complete 10cum.(MC BUILD DATA PG NO:15) |
| 2 | Providing of Granular Sub base using Grade I materials of table 400 -1 of Morth with minimum CBR 30 spreading in uniformlayers with motor grader on prepared surface, mix in by palcemethod 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 |
| 3 | 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. |
| 4 | 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 |
| 5 | 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 |
| 6 | Providing and laying 50 mm compacted thick dense bituminous macadam using 0.24 cum of 26.5-13.2 mm graded metal and 0.25 cum of 13.2-2.36 mm graded metal and 0.23 cum of 2.36 mm & below metal with 53.20 kgs of 60/70 bitumen for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnescapacity conveying the mix by tipper trucks to paver site,spreading the mix in required temperature for uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc.,including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20- 30t C M P with bitumen boiler, tipper trucks, paver finisher, vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 505 of MORTH Rev-5 specifications. |
| 7 | Providing and laying Bituminous concrete to 40mm thick using 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mm graded metal and 0.26 cum of 2.36 mm & below metal with 50.30 kgs of 60/70 bitumen and for premixing per 10 sqm including cost and conveyance of all materials to C M P site, heating the bitumen and agregates to required temperature and mixing them in required temperature in central hot mix plant 20- 30 tonnes capacity conveying the mix by tipper trucks to paver site, spreading the mix in required temperature for uniform thickness of 40mm / 30mm with mechanical paver to the specified grades and cross sections and compaction by Vibratory roller to the required density etc., \including labour charges for loading bitumen in to bitumen tank and metal to feeder unit,labour for attending to paver site etc., including hire charges and fuel charges for 20-30t C M P with bitumen boiler,tipper trucks, paver finisher, Vibratory rollers and all other tools and plants required,including all other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. |
| 8 | Manufacturing Supply and Fixing of Retro Reflective Road Name sign board single arrow big size out if wide angle cuble corner micro prismatic grade sheeting confirming to IRC67:2010 & type XI standards of ASTMD4956-09 specifications and fixed over 2mm thick aluminium sheet back support frame of stainless steel supported by 32NB stainless steel pipe allaround and 65NB pipe vertical post firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 30cmX30cmX45cm complete. The information message shall be made out cut out letters in blue transparant over lay filmas perIRC67-201Guidelines, 7years prequalification warrenty for Retro Reflective sheeting from the original sheeting manufacture & acertified copy of three year soutdoor exposure report from a nin dependent test lab for the product offered shall be submitted by the contractor. The signboard shall be Retro Reflective type XI. The Retro Reflective sheeting should have manufactures WATERMARK on the sheeting surface for identification. Single Arrow Big Size 36\" X 18 |
| 9 | GST 18% |
