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| 1 | Earth work open excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. |
| 2 | 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 |
| 3 | 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. |
| 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 50mm compacted 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 |
| 7 | Providing and laying Bituminous concrete to 30mm thickusing 0.13 cum of 19.00-9.50 mm graded metal and 0.17 cum of 9.50-2.36 mmand belowmetal by addingthe shreddedPlastic 10 %of BitumenQuantity4.02(50.30 x 10 %=5.03kg )shredded Plastic wastecollected from Municipal Garbage over the aggregate heatedto170CincentralHot Mixplantmixedwellwith46.28kgsofHotbitumenVG 30(160 degree Celius ) 60/70 forPremixingper10 Sqmto lay 30 mm CompactedthickofBituminous Concreteincludingcostof materialsand Conveyanceof allmaterialsCMPsiteheatingtheBitumenandaggregatesto therequiredtemperature andmixingtheminimumreqiuiredtemperaturein centralhotmixPlant for 20-30tonnescapacity conveyaningthemixtipper trucksto Paver site Spreadingthemixrequiredtemperature forUniformthicknessof30mm widthmechanicalpaver tospecfied grades andcross sectionconsolidatedby80 -1100KNVibratory rollers/Pneumatic Rollerto therequired densityetc..,including labourforloadingbitumen tankandmetalto feederunitlabourfor attendingto paver siteetc.,, includinghire charges andfuelchargesfor20-30tCMPwithbitumen boiler tipper truckspaverfinisher /9mpaverfinishervibratePneumaticrollersall other incidental charges etc.,complete using C M P clause 507 of MORTH Rev-5 specifications. |
| 8 | Supply and fixing ofRetro-Reflective name sign board Single arrow size 1.00x0.5m sizemade out of wide angle cube corner micro prismatic grade sheeting confirming to IRC 67:2010 & Type XI standards of ASTM D 4956-09 specifications and fixed over 2 mm thick aluminium sheet & back support frame of stainless steel supported by 32 NB stainless steel pipe all around and 65NB pipe vertical post firmly fixed to the ground by means of property designed foundation with M15 grade cement concrete 30cmx30cmx45cm complete. The information message shall be made out of cutout letters in Blue color transparent overlay film as per IRC 67-2010 Guidelines, 7 years prequalification warranty for Retro Reflective sheeting from the original sheeting manafucturer & a certified copy of three years outdoor exposure report from an independent test lab for the reflective sheeting offered shall be submitted by the contractor including all cost and conveyance of all materilas to site and all other costs etc., complete as directed by the departmental officers. |
