Department Of Paschimanchal Unnayan Affairs Tender

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. b) For each additional Depth of 150mm and part thereof.

Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) a)

Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 for Rural Roads of MORD. (Mode of measurement: pre works and post works) b) Carriage up to total lead of 1.0 km.

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) a)

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) b) Carriage up to total lead of 1.0 km.

Construction of Sub Base using Local Materials: Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory rollertoachievethedesireddensity,lighting,guardingandbarricadingincludingcostandcarriageofallmaterialsandmakingnecessaryearthenbundhofonemetrewideoneachsidetoprotecttheedgescompleteasperClause401ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and morrum (in proportion of 60:40).

Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grade -IIUsing Stone chips and Sand i) 1st layer of GSB at flexible portion

Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grade -IIUsing Stone chips and Sand i) 2nd layer of GSB at flexible portion

Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specificsize stowater boundmacadam specific ation including spreading inuniform thickness,handpacking,rolling with vibratoryroller8-10tonnes in stage stopropergradeand camber,applying and brooming requisitetype of screening /binding materials to fillup theintersticesofcoarseaggregate,wateringincludinglighting,guarding,barricadingandmakingnecessaryearthenbundhofonemetrewidthoneachsideandpreparingthebedbynecessarycuttingorfilling,includingcostofallmaterialsandhireandlabourchargesofallmenandmachineryandcompactingtotherequireddensity,asperClause404ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). Grading -I 1st Layer of WBM I

Water Bound Macadam Base Course Providing,laying,spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading inuniformthickness,handpacking,rolling with vibratory roller8-10 tonnes instages to proper grade and camber,applying and brooming requisite type of screening /binding materials tofillup the inter stices of coarse aggregate,watering including lighting,guarding,barricading and making necessary earthenbundhofonemetre widthon each side and preparing the bed by necessary cutting o r filling,including cost of all materials and hire and labour charges of all men and machinery and compacting tother equireddensity,asperClause404ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision).Grading -II 1st Layer of WBM II

Prime Coat with Bitumen Emulsion Providing and applying primercoa withCationic Bitumen Emulsion of approved grade conforming to IS:8887-1978 and requisitequantity on prepared surface of granular base includingcleaningofroadsurfaceandsprayingprimerusingMechanicalmeansincludingcostandcarriageofbitumenemulsionandallotherincidentalcostsofworkcompleteasperClause502ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). On for Propose carriageway

TackCoatProvidingandapplyingtackcoatwithCationicBitumenEmulsionofapprovedgradeconformingtoIS:8887-1978onthepreparedsurfacecleanedwithHydraulicbroom,moisteningthesurfaceincludingcostandcarriageofemulsion,hirechargesofmachineryandlabour,costoffuelandlubricantsallcompleteasperClause503ofSpecificationsforRoad&BridgeWorksofMoRT&H(5thRevision). On for Propose carriageway

Open-GradedPremixSurfacingusingBituminous(ViscositygradePavingBitumen/Modifiedbitumen)Binder and Mobile Hot Mix Plant (Light Duty) Providing,layingandrollingofOpen-gradedpremixsurfacingof20mmthicknesscomposedof13.2mm(@0.018m³perm²)and11.2mm(@0.009m³perm²)sizestoneaggregates,includingthoroughlycleaningofthesurface,screening,cleaningandpre-heatingstonechipsandfullypre-coatingthesameeitherusingviscositygradepavingbitumenorcut-backoremulsion,carryingthemixturebyanysuitablearrangements,layingthemixtureuniformlyoverthesurface,includingline,gradeandleveltoserveaswearingcourseonapreviouslypreparedbase,includingmixinginMobileHotMixPlant(LightDuty)andthoroughlyrollingwithasmoothwheeledroller8-10tonnecapacity,finishedtorequiredlevelandgradesincludingthecostandcarriageofstonechipsandmatrix,heatingthematrix,preheatingtheaggregatestorequiredtemperatureandincludingthehirechargesofMobileHotMixPlant(LightDuty)andothermachinery,payofoperators,costoffuelandlubricantsetc.completetobefollowedbysealcoatofeitherTypeAorTypeBasperTechnicalSpecificationClause508for Rural Roads of MORD. On for Propose carriageway

Seal coat ProvidingandlayingPremixedSealCoat(TypeB)withapprovedqualitysand/grit@0.6m3/100m2andbitumenbinderonthoroughlycleanedblacktopsurfacecoatedwithtackcoat,includingheatingandmixingcleanedsand/grit(100%passingthrough2.36mmsieveandretainedon180micronsieve)uniformlywithbitumenbinder,layingandspreadingthemixatanuniformrateusingsuitablemeans,brushingthesurface,ifnecessary,toensureuniformity,followedbyrollingwithpowerrollerincludingthecostandcarriageofbinderandaggregates,costofheatingthebinderandaggregatesandallotherincidentalcharges,costoffuelandlubricants,includinghirechargesofmachineries,tools&plantsrequiredforconstructionandqualitycontrolcompleteasperClause511ofSpecificationsforRoad&Bridge Works of MoRT&H (5th Revision). On for Propose 3.75 m BT road

CROSS DRAINAGE WORKS

Excavation for Structures Earthworkinexcavationoffoundationofstructuresasperdrawingandtechnicalspecification,includingsettingout,removing,spreadingorstackingofspoilswithinaleadof150m.asdirectedandincludingtrimmingthesidesofthetrenches,leveling,dressingandrammingthebottom,andbackfillingwithapprovedmaterialcompleteasperdirectionofthe Engineer-in-Charge. For face wall

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork &reinforcement works PCC Grade M-15 Normal 1:2:4

Bedding for Pipei)TypeA(ConcreteCradle)BeddingLayingconcretecradlebeddingwithM15GradeCementConcreteasperClause1105 (i) or Rural Roads of MORD

Plain / Reinforced Cement Concrete in Sub structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.PCC Grade M-20 a. head of Face Wall b. Face wall e. Deduct for opening face

Providing and Laying Rein forced Cement Concrete PipeNP3 as per design in Single Row :Providing and laying reinforcedcement concrete pipeNP3 with spigotsocket for culvert sonfirst class bedding of granular materia lin single row including fixingwith cementmortar1:2asperTechnicalSpecificationClause1106forRural Roads of MORD. (f) 600 mm dia

PROTECTIVE WORKS

150 mm and 100 mm dia 5 m long UC ballah pilling Eucalyptusbullahpilewallingusing150mmand100mmdiabullahdrivenabouttwothirdlengthofthepileintogroundandkeepingtherestonethirdlengthabovethegroundwithspacing@375mmcentretocentre,protectingthepileheadwithironringandcuttingandshapingheadsbeforeandafterdriving,keepingthepilesinline,levelandposition,fixingthreerows100mmdiaofhalfsplitbullahhorizontallyasrunner,providing2.5mlonghalfbullahtiesof100mmdia@2.0mcentretocentrefixedwith100mmdiabullahpostsdrivenabout1.5mbelowthegroundlevelcompleteasperdirectionwithalltoolsandtacklesincludingcoaltarringtheentirebullahlengthbeforedriving,includingsupplying,hoistingandplacinginpositionandplacingearthfilledcementbagsintworowsasperdrawinganddirectioncomplete.Therateisinclusiveofalllabour,materialsincludingnecessaryspikes,boltsandnutsandonecoatofcoaltarringcomplete.Diameterofthepileshouldbemeasuredat1.50mfromthethickerend.Jointsofmainpileandstaypilesconnectedwithtiesandrunnersaretobetiedwith8mmdiaM.S.nuts&bolts.OtherjointsofmainpileandrunnersaretobefixedinpositionusingM.S.spikes.(Measurementtobetakenalongthelengthofwallingafterfinishing the work). as per direction of the Engineer-in-Charge.

ROAD SAFETY WORKS

Supply fitting and fixing R.C guard post 1.37m long with cement concrete 1:2:4 with graded stone chips of 13.2mm down casting curing complete including cost of providing 4no of 12mm dia M.S rods of length 1.54m as main reinforcement…………………. With gravel/Local stone chips

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(iii) 200 m stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(ii) Ordinary kilometer stone (precast)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc.(i) 5th kilometre stone (precast)

Retro-Reflectorised Traffic Signs :- Providing and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC :67 madeof high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing and Clause 801 of Specifications for Road & Bridge Worksof MoRT&H (5th Revision). ii) 600mm equilateral triangle

iii) 600mm Circular

vi) 600mm X 600mm square

Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorise dsign as per IRC:67madeofhigh intensity grade sheeting vide clause801.3,fixedoveraluminiumsheeting,2mmthickwithareanotexceeding0.9sqmsupportedonamildsteelsingleangleironpost75x75x6mmfirmlyfixedtothegroundbymeansofproperlydesignedfoundationwithM15gradecementconcrete45x45x60cm,60cmbelowgroundlevelasperapproveddrawingandClause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

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