Constructing Asphalt Road Mukesh Thorat Pandurang Pawar To Vasani Zhimbal To Mukesh Thorat Back Side To Vikas Babar To Susma Borse In Shivsagar Colony And Shivprabhu Colony At Dhule., Shivsagar Colony And Shivprabhu Colony ,Dhule-Maharashtra
TDR : 27891878
Tender Notice
BOQ
Expired
Shivsagar Colony And Shivprabhu Colony ,Dhule
Maharashtra
Constructing Asphalt Road Mukesh Thorat Pandurang Pawar To Vasani Zhimbal To Mukesh Thorat Back Side To Vikas Babar To Susma Borse In Shivsagar Colony And Shivprabhu Colony At Dhule.
Name of Work: CONSTRUCTING ASPHALT ROAD MUKESH THORAT PANDURANG PAWAR TO VASANI ZHIMBAL TO MUKESH THORAT BACK SIDE TO VIKAS BABAR TO SUSMA BORSE IN SHIVSAGAR COLONY AND SHIVPRABHU COLONY AT DHULE.
Sl. No.
Item Description
1
Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.
2
Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingas directed.
3
Providingandconstructing75mm.thickModified PenetractionMacadam(MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone layers metal 100%crusher broken metal withconical crusher plant, heating andspraying the bitumenofspecifiedgrade@2Kilogram/SquareMetre,spreading12mm.sizechips compacting withthree wheelstaticrollerhaving weight8to 10MT.to achive the desired degreeofcompactionasperTechnicalSpecificationClause506etc.complete,including applying tack coat of specified grade of bitumen at the rate of 0.30KilogramSquare Metre. on existing bitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates)
4
BITUMINOUSMACADAM:Provingandlayingbituminousmacadamusingcrushed aggregatesofGrading 1, premixedwithbituminousbinder, transportedto site withVTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rollingtoachievethe desiredcompactionfor80/100mm compactedthicknesswith3.3% usingspecifiedgradeofBitumen.--USINGBatchmixtypehotmixplantwithSCADA, Sensor Paver, vibratory roller.(VG-30 bulk bitumen rates are considered to arrive at rates)
5
BITUMINOUSCONCRETE:--Providingandlayingbituminousconcreteusingcrushed aggregate of grading 1,premixed with bituminous binder @5.40% by weight of total mix and filler, transportedat site withVTS,laid overa previouslypreparedsurface,finishedtothe requiredgrade,level,alignment,androllingtoachievethedesireddensityfor50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates)
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