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| 1 | PART A- Survey WORK |
| 2 | DetailedSurveyofSitewithtotalstationincludingplanetable survey of built up areas showing road level, boundary walls, electric polesadjecentbuilding/plotdeatails,setback,otherexisting structures (temperoriy or permanent) sewer lines and septic tanks main plumbing lines, nalas or drains water bodies / water logging areasasmayberequireddependinguponthesiteconditions/ topography of the area including print out on required size paper in threecopiesandonesoftcopyasperdirectionofEngineerin charge For Built up area less than 10% to 50% |
| 3 | Conducting traffic census at traffic count station including collection of dataduringcensus,tabulationandcomputerisedinformation preparation arrangement of light, furniture for for sitting of two persons, installation and maintenance of tent materials, banners, sign boardsetc.duringcensusengagementofatleastmetriceducated twopersonspershiftofeighthoursetc.completeasdirectedby Engineer-In-Charge for a period of seven days. |
| 4 | PART B- ROAD WORK |
| 5 | Constructionofreferencebenchmark(1No.),workingbench mark (4 No.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burjees @ 50 m interval on both side of formaton width including marking of centre line,settingoutcurves,recordingoflevels,whitewashingandlettering etc. complete as per MORD specifications cl. 108. |
| 6 | Clearing and grubbing road land including uprooting rank vegetation,grass,bush,shrubs,saplingsandtreesofgirthupto 300mm,removalofstumps,disposalofunserviceablematerial andstackingofserviceablematerialupto1000mfromroad boundry as per MoRTH Specification : 201By Mechanical Means In area of light jungle |
| 7 | Constructionofembankmentwithapprovedmaterialobtained fromborrowpitswithaliftupto1.5m,transportingtosite, spreading,gradingtorequiredslopeandcompactingtomeet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 do with lead500mtr to 1000 mtr |
| 8 | Carriage of Earth, Sand, gravel,u/s Kankar, Lime, Flyash, morrum, manure or sludge including loading unloading with all lead and lift |
| 9 | Providing,laying,spreadingandcompactingspecifiedgraded crushed stone in sub-base course including premixing the material at OMC in mechanical mixer (Pug mill), carriage of mixed material, laying in uniform layers with motor grader, F.E.loader on a preparedsurfaceandcompactingwithvibratorycompactor to achieve the desired density including all material, labour, machinery, lighting barricading and maintenance of diversioncomplete.[MoRTH specification Clause 401] with all lead Grading Ist |
| 10 | Providingandlayinggranularsub-basematerialhavingP.I.not more than 6, including compacted thickness and consolidation by 8-10tonnepowerrolleratOMCtoachievedesireddensityto requiredcamberandgradeincludingcostofwaterandhire charges of machinery, including T&P and all lead of material from quarry (compacted thickness to be measured).GradingasperMoRTHspecification:Table400-1, 400-2with CBR value not less than 30.ii)To achieve 95% Proctor density |
| 11 | Providing,laying,spreading andcompactingcrushedgraded stoneaggregateofaspertable400-10and400-11toWetMix Macadamspecification including premixingthematerialwith watertoOMCinmechnicalmixerasperapproveddesignmix, carriageofmixedmaterialbyTippertosite,layingin uniform layers with motor grader/F.E. Loader/paver finisher in sub base / base course onawellprepared under base and compacting with vibratoryrollertoachievethedesireddensityincludinglighting, guarding, barricadingand maintance ofdiversionetc.(MoRTHspecification:Clause 406)bymechanicalmeanswith all lead |
| 12 | Providingandapplyingprimercoatoverpreparedsurfaceor granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @8.5 kg /10 Sqm with a self propelled ortowedbitumenpressuresprayerequippedforsprayingthe materialuniformlyatspecifiedratesandtemperaturesincluding cleaningofroadsurfaceasperMoRTHspecificationCIause- 502,112 ; |
| 13 | ProvidingandlayingDenseBituminousMacadamonprepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of materialwithF.Eloader,heatingofbinder(includingcostof antistripping compound wherever required) aggregate and filler in hot mix plant 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112] with 4.50 % Bitumen with all lead with bitumen grade VG 30 |
| 14 | ProvidingandapplyingtackcoatwithbitumenVG-10onthe prepared surface including cleaning as per IS : 8887 & manufacturer’s specifications @ 4.5 kg /10sqm with a self propelled ortowedbitumenpressuresprayerequippedforsprayingthe materialuniformlyatspecifiedratesandtemperaturesasper MoRTH specification CI.503,112 - |
| 15 | Providingandlayingbituminous concrete as per design mix on preparedsurface with specified graded stone as per table500 -18forwearingcourseincludingloadingofaggregatewithF.E. Loaderandhotmixingofbinder(includingcostofanti-stripping compound, wherever required) and 3% cement filler with aggregatesinhotmixplant40-60TPHTransporting the mix material with tipper to paver and laying with sensor paver finisher (as perclause507.3.5)tothe required level, gradesandrolling with vibratory compactorandpneumatictyredroller150-250 KN,TP = 0.7 MPa, to achieve thedesired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification : Clause -509,112) with all lead 30-45 mm compacted thickness with 6% binder grading - 2 with all lead of mix material a) With straight run bitumen grade VG 30 |
| 16 | ConstructionofSpeedBreakerofIRCstandardhavingwidthof 3.70MincludingcostofstoneAggregate (50-25mm)sizehire chargesforrollerforconsolidationandcompactionandother machines required for the work including cost of Bitumen |
| 17 | PART C- CC Road |
| 18 | Construction of dry lean cement concrete sub- base over a prepared sub - grade with coarse and fine aggregate conforming to IS : 383, the size ofcoarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15 : 1, aggregate gradation after blending to be as per Table 600 -1, cement content not to be less than 150 Kg/Cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at7 days, mixed in a batching plant as per mix design, transported to site, laid with a hydrostatic paver with electronic sensor, compacting with 8 -10 tonne vibratory roller, finishing and curing complete as per MoRTHspecification clause 601. |
| 19 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC 43 grade cement , coarse and fine aggregate (table 600-2 & 600- 3) conforming to IS 383, maximum size of coarse aggregate 31.5mm nominal size mixed in a batching and mixing plant as per approved Mix design to achieve required design mix grade of controlled concrete, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler bord , separation membrane, sealant primer, joint sealant (Table 600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod (IS : 1786 Fe500 or IS : 432 Grade-I) , admixtures (IS : 9103 & IS : 6925) as approved, curing compound, finishing to lines and grades as per drawing including joimt cutting & texturing etc complete as per MoRTH Specification cl. 602 (with flexural strengthe minimum 4.5 MPa). |
| 20 | Part -D Road Furniture |
| 21 | Supply ofdirectionand placeidentification signboards madeout of 2mmthickMSsheetframedtoangleiron40x40x5mmand2 vertical posts of angle iron 65 x 65 x 6mm, 4.60m long with hold fasts including excavation and fixing with CC 1:4:8 (30 x 30 x 60cm) and transportationwithpaintingwithsuperiorgradeenamel paintof approved quality including lettering and figuring etc. complete as per IRC standard size 160 x 180cm (project board) |
| 22 | Installation of sign boards having the posts like mandantory, cautionaryandinformatoryboardsincludingexcavation,fixingof posts in 300 mm dia. RCC hume pipe (IS marked) 1.20 m long, 75 cm embeddedinground,theinsideofpipeshallbefilledwithcement concrete1:4:8withsemi-circularhumpattop,thepipeshallbe painted white with enamel paint including transportation etc. complete.For double post |
| 23 | Supplyofcautionary/warningrefelectivesignboardsmadeoutof 2mmthick M.S.sheetasperIRC-67(latestrevision),stove enamelled and refelective symbol fixed on angle iron of size 65 x 65 x 6 mm of 3 m long. 900 mm equilateral triangle |
| 24 | SupplyofMandatory / Regulatoryretroreflective sign boards 60 cm dia made out of 2.0mm thick aluminium sheet face to be fully covered bywhite/bluehighintensitygraderetroreflectivesheetingwith Red/white symbol, cut out or screen printed back ground with epoxy paint, complete confirming to MoRTH specificationsCIause. 801 withangle iron post 65 x 65 x 6mm 3Mtr. long. |
| 25 | Supply of Retro-reflective sign boards size 1800x1200 mm made out of2mmthickaluminiumsheetduly framedwith40 mmM.S. black tube (Medium Class) as per IS-1239 (Part-I) 1979 with Inner support of M.S. flat 12x3 mm whole structure is fixed with two supports each side 75 mm long and 40 mm M.S. black tube on two posts of 60 mm diaM.S. black tube (Medium class) as per 1239 (Part-I ) 1979 2.03 metre long each and also provision of hold fasts of M.S. bars 12 mm and25cmlongtwooneachpost.Thesheethastobestove enameledorepoxypaintingonesideandothersideretro-reflective highintensityandblacknonreflectiveletterinnonreflectivesheet. The standard letters and numbrals have to be made as per IRC 30- 1968 and the board shall be conformed to the MoRTH specifications clause.801Postand outerframe ofboard tobe paintedwith blackand white strips of synthetic enamel paint with black and white strips. |
| 26 | SupplyofRetro - reflective Name Board size600 x 900 mm made out of 2mm thick aluminium sheetfixedonpost and frame made out orangleiron50x 50x 6mm,3Mtr. longusing stainless steel nut boltsof8 mmdia, aluminium sheet is coveredwithhighintensity grade Retro-reflective sheeting and non reflective letters in black, post dulypaintedinblackandwhitesyntheticenamel,completeinallrespect.ConfirmingtoMoRTH specificationsclause. 801 |
| 27 | Supplying and fixingLiniar Delination System 100 mm. wide made outof Highintensitygradeprismaticsheeting onaluminiumfoil substrate with holes punched atsuitable distancesandfixing on hazards with help of suitable screws |
| 28 | S&FinpositionprecastR.C.C.stone(M-15mix)ofstandardIRC designincludingfinishingincementsandmortar1:3,paintingwith enamelpaint,printinglettersandnumeralsetc.complete(MoRTH specifications clause : 800) 5th km stone |
| 29 | S&FinpositionprecastR.C.C.stone(M-15mix)ofstandardIRC designincludingfinishingincementsandmortar1:3,paintingwith enamelpaint,printinglettersandnumeralsetc.complete(MoRTH specifications clause : 800) Ordinary km stone |
| 30 | S&FinpositionprecastR.C.C.stone(M-15mix)ofstandardIRC designincludingfinishingincementsandmortar1:3,paintingwith enamelpaint,printinglettersandnumeralsetc.complete(MoRTH specifications clause : 800)200 m stone |
| 31 | Supply of Cat\"s Eye made of aluminium alloy size 75 x 100 x 22 mm having 21 bi-convex lenses embedded in circular disk of ABS plastic on each side. |
| 32 | Fixingofcat\"seyesonroadsurface/wallsincluding transportation, excavationetc. complete. |
| 33 | Providingandlayingofhotappliedthermoplasticcompound inclusiveoftype-1reflectorisingglassbeadsaspertable800.3,800.4 applied in uniform thickness of at least 2.5 mm and spread uniformlywithreflectorisingglassbeadstype-2inaddition@250 gm/scmwitharoadmarkingmachineasperIRC:35complete withtrafficdiversionarrangementasperMoRTHspecification clause 803.4. |
| 34 | Supply ofShevron sign of size 600x450 mm made out of aluminum sheet2mmthickbothsidewithfixingprovisiononM.S.angleiron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8 mmdia,plateiscoveredbyhighintensitygraderetro-reflective sheeting and black reflective arrow, complete in all respect. |
| 35 | P&FprecastcementconcreteM-15gradekerbover20mmthick base of cement mortar 1 : 6 including jointing with cement mortar 1:4 and painting with enamel paint complete as per MoRTH specification clause:1000 & 1700. (Size 30Cmx30 CM x 15 CM) |
| 36 | Supplying, hoisting and fixing in position overhead sign with a corrosion resistant 2mm thick aluminium alloysheet with heigh intensitygraderetro-reflectivesheetingofencapsulatedlens exclusivelettering,borderandsignstypewithverticalandlateral clearance installed over a designed support system of aluminium alloy orgalvonisedsteeltrestlesandtrussesofsectionsand typeas per structualdesignrequirementsandapprovedplans.AsperMoRTH specifications : Clause 801 & 802. |
| 37 | Truss and vertical support |
| 38 | Aluminium Alloy plate for over head sign |
| 39 | Supplyofmandatory/regulatoryreflectivesignboardsfixedon3m long angle iron of size 65 x 65 x6 mm complete as per IRC - 67 (latest revesion) made of 2 mm thickMS sheet with stove enamelled paint and reflective symbol. |
| 40 | Stop signs 900 mm octagon |
| 41 | Give way signs 900 mm equilateral triangle |
| 42 | Prohibitory signs 600 mm dia circular |
| 43 | ProvidingandfixingMedianMarkermadeoftough,highimpact resistant,injectionmoulded,thermoplasticbodywithanisosceles trapezoidal structure of height not less than 10 cm. base not less than 15cmx10cm and thickness not less than 1.8mm. The Median Markershallhavefluorescentyellow/ fluorescentyellowgreen colourRetroreflectivesheetingofsizenotlessthan8cmx 8 cm. and with fully reflective microprismatic sheeting as its retroreflective elements and meets ASTM D 4956 .09 Type IX specifications.The retroreflective sheeting shall be one side or boyh sides of median marker as per th requirement and shall be edge protected with no exposed edges that prevent edge lifting ,vandalism,sheeting damageetc.Yhemedianmarkershallbefixedbycombinationof epoxy adhesive and grouting etc complete as directed by engineerincharge. |
| 44 | Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheetsizeofbox is15x15cmwithholdfastatbottom,thebody is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side. |
| 45 | Paintingtwocoatsafterfillingthesurfacewithsyntheticenamel paintinallshadesonnewplasteredorconcretesurfaceasper MoRTH specification clause 803 |
| 46 | PART E - BOX Culvert |
| 47 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenchesin250mmlayers,ramming,wateringanddisposalof surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth upto 3 metre |
| 48 | Providing and laying Cement concrete for plain/reinforced concrete inopenfoundationasperdrawingandtechnicalspecificationas perMoRTHSpecification:Section1500,1700&2100including form work at any level.P.C.C. grade M15 |
| 49 | Providing and laying Cement concrete for plain/reinforced concrete inopenfoundationasperdrawingandtechnicalspecificationas perMoRTHSpecification:Section1500,1700&2100including form work at any level. P.C.C. grade M20 upto 5 metre height |
| 50 | ProvidingandlayingPrecastreinforcedcementconcreteBox culvert section of M-40 grade designed for \"AA\" class loading as per IRC specifications including to effect ofimpact, EQ etc. complete onformbaseof200mmthickleanconcreteofM-10gradewith aggregate of size 40mm nominal of following internal size the work includes required safety measures construction of drain for diversion of flowing water cost of design of RCC Precast Box and its proof checking from IIT/MNIT Jaipur complete in all respect as per specifications Size 2.00 M x 2.00 M |
| 51 | ProvidingA.CpipeWeepholes150mmdiainMasonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 |
| 52 | Providing and laying flooring of Rubble stone/ C.C M15 block over bedding complete as per drawing and technical specification as per MoRTH Specification : Clause 2505,1700 |
| 53 | Providing and laying graded stone aggregate Filter Material underneath pitching on slopes complete as per drawing and technical Specification as per MoRTH Specification : Clause 2504 |
| 54 | Providing and fixing 20mm thick compressible fibre board in expansion joint complete. |
| 55 | Providing and laying reinfored Cement Concrete grade M30 design mix railing complete as per drawingand technical specification as per MoRTH Specification :1500, 1600 & 1700 |
| 56 | Backfilling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304 Sandy material |
| 57 | Part \"E\" Protection Work &CD Work |
| 58 | Earth work in excavation for foundation of structurecompletewith all lift, dewatering, shoring and shuttering etc. including refilling of trenchesin250mmlayers,ramming,wateringanddisposalof surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305 In ordinary soil Depth upto 3 metre |
| 59 | Providing and laying Cement concrete for plain/reinforced concrete inopenfoundationasperdrawingandtechnicalspecificationas perMoRTHSpecification:Section1500,1700&2100including form work at any level.P.C.C. grade M15 |
| 60 | Stone masonry work in cement mortar 1:3 with mechnical mixer for foundation complete including all scaffolding etc. excluding pointing andplasteringasperdrawingandtechnicalspecificationasper MoRTH Specification : Section 1000,1400 Random rubble masonry (coursed/uncoursed) Upto 5 metre height |
| 61 | ProvidingCementplaster12mmthickincementmortar1:3atall levels as per MoRTH Specfication: Clause:1000 & 1300 |
| 62 | R.C.C. grade M-20 in bed platesupto ground level excluding cost of steel reinforcement but including the cost of centering & shuttering |
| 63 | Providing,laying&fixinginpositionRCCspunorhumepipesISI marked with proper jointing in required slope packed in the gasket of humeorspunyarnandneatlyfinishedwithrichgroutofcement moratar 1:3 or having flexible rubber ring joint made with prefectly air and water tight including testing of joints as per MoRTH Specfication : Clause : 1000 & 2900 NP - 3 300 mm dia |
| 64 | 600 mm dia |
| 65 | 1200 mm Dia |
| 66 | Providing and laying graded stone aggregate Filter Material underneath pitching on slopes complete as per drawing and technical Specification as per MoRTH Specification : Clause 2504 |
| 67 | Part \"F\" Plantation |
| 68 | Supply & Plantingof shady plants ( Neem. Peepal, Goolar, Jamun, Imli or other specified) along road side including the following activities:- (i) Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. (ii)Supply of plant at site of two years of age & height more than 1.50 Mtr.(iii)Supply of dry manure(Farm yard manure organic)(iv)Supply of Insecticides.(v)Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting(vi)Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter above ground and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 ( 1 Cement : 6 Sand) and the intermediate courseses being in dry honey comb masonry. As per design complete.(vii)Watering to plants(viii)Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost. |
| 69 | Supply & Panting of ornamental plants ( Kachnar, Amaltas, Gulmohar, Arjun, Kala, Siris, Jacranda etc. or other specified) along road side including the following activities :- (i) Preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. (ii)Supply of plant at site of two years of age & height more than 1.50 Mtr.(iii)Supply of dry manure(Farm yard manure organic)(iv)Supply of Insecticides.(v)Digging of pits size 60x60x60 cms. Including removal of stones. Manuring application of insecticides & watering at least 1.5 Liter per plant after planting(vi)Half brick Circular tree guard in second class bricks, internal dia 1.25 meter and height 1.20 meter above ground and 0.20 meter above ground and 0.20 meterr below ground. Bottom two courses laid dry and top three couses in cement mortar 1:6 ( 1 Cement : 6 Sand) and the intermediate courseses being in dry honey comb masonry. As per design complete.(vii)Watering to plants(viii)Maintance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc & application of insecticiedes etc. & security. If the plant die during maintence contractor has to rplace same heingh plant at his own cost. |
