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| 1 | PART - A EARTH WORK |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and treesofgirthupto300mm,removalofstumpsofsuchtreescutearlier anddisposalofunserviceable materialsand stacking ofserviceable materialto beused orauctioned,uptoa leadof1000mincluding removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. By Mechanical Means In area of thorny jungle |
| 3 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. |
| 4 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation fromdrainand foundationor otherstructuresgradedand compactedto meetrequirementof Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 5 | PART - BGRANULAR & WBM/WMM BASES WORK |
| 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material |
| 7 | Providing,laying,spreadingandcompactinggradedstoneaggregatetowetmixmacadamspecification includingpremixingthe materialwithwateratOMCinmechanicalmixer(PugMill),carriageofmixed material by tipper to site,laying in uniformlayersin sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting,barricadingandmaintenanceofdiversion,etcasperTables400-12&400-13andMoRTH Specification Clause 406. By Mechanical Means with 1 km lead |
| 8 | PART - C BITUMINOUS WORK |
| 9 | Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 10 | ProvidingandlayingDenseBituminousMacadamonpreparedsurfacewithspecifiedgradedcrushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader, heating of binder (including cost of antistripping compound wherever required) aggregate and filler inhotmixplant40-60TPHtransportingthemixedmaterialbytippersandlayingwithsensorpaver finisher as per clause 507.3.5 to the required level and grade, rolling by self propelled power rollers and vibratoryrollersorpneumatictyredroller150-250KN.TP=0.7MPatoachievethedesireddensity (approvedbythedepartment)butexcludingcostofprimer/tackcoat.[MoRTHSpecification:Clause 507,112] with 4.50 % Bitumen. with bitumen grade 60/70 (VG-30 |
| 11 | ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsiondistributoratthe rate of0.20 to 0.30 kg per sqmon the prepared bituminoussurface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 12 | Providingandlayingbituminous concrete as per design mix on preparedsurface with specified graded stone as per table500 - 18 for wearing course including loading of aggregate with F.E. Loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 40-60 TPH Transportingthemixmaterial with tipper to paver and laying withsensorpaverfinisher(asper clause 507.3.5) to therequiredlevel,grades and rolling with vibratorycompactor and pneumatic tyred roller 150 - 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). 30-45 mm compacted thickness with 5.40% binder grading - 2 with lead of mix material 1 km. a) With straight run bitumen grade 60/70 (VG-30) |
| 13 | PART - D CC PAVEMENT WORK |
| 14 | Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-1 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing. |
| 15 | Constructionof un-reinforced,doweljointedatexpansionandconstructionjointonly,plaincement concretepavement,thicknessasperdesign,overapreparedsubbase,with43gradecementorany othertypeasperClause602.2.2M30(Grade),coarseandfineaggregatesconformingtoIS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cumcapacityandappropriateweighbatcherusingapprovedmixdesign, laidinapprovedfixedside formwork(steelchannel,layingandfixingof125micronthickpolythenefilm,wedges,steelplates including levelling the formworkasper drawing),spreading the concrete with shovels,rakes, compacted usingneedle,screedandplatevibratorsandfinishedincontinuousoperationincludingprovisionof contractionandexpansion,constructionjoints,applyingdebondingstrips,primer,sealant,dowelbars, nearapproachestobridge/culvertandconstructionjoints,admixturesasapproved,curingofconcrete slabs for 14-days, using curing compound and water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments |
| 16 | PART - ESHOULDERS WORK |
| 17 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per MoRTH Specification Clause 401. For Grading III Material |
| 18 | PART - GROAD FURNITURE WORK |
| 19 | P&FMukhyaMantriSadakYojanalogoforroadsfundedbyStateroadfundhaving M.S.Definitionplateof1.6mmthicknessframetosteelhollowdsectionof75mmx 75mm,2.5mlongstoveenamelledpaintwithholdfastincludingpaintlogoasper approved design and colours. The logo shall be made out of 1.6mm thick circular plate fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shallbeplainatthejunctionofbaseplate.Thesizeofdefinitionplateshallbe 1500x600mmandembeddingthepostsbyM-15mixC.C.block300x300x600mm including lettering / writing and painting etc. complete in all respect |
| 20 | Supplying & Fixing Direction and place identification sign board made out of 2 mm thick M.S.sheetframedtoangleiron40x40x5mmandtwoverticalpostsofangleironof size65x65x6mm3meterlongwithholdfasts,stoveenameledpaintreflectiveletter symbol complete of size. :90 x 75 cm. |
| 21 | Providing and Erecting typical Citizen\"s information Board as per approved drawing & specification made oftwoMSsheetof1.6mmthickeachofsize900mmx750mmstiffendbyangleiron25mmx25mmx 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M- 15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings& as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border willbewithreadymixedsynthethicenamelpaintofsuperiorqualityinrequiredshadeandcolouretc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 22 | Supplying & Fixing cautionary / Warning Reflective sign boards made out of 2 mm thick M.S. sheet as per IRC –67-1977, stove enamelled and reflective symbol fixed on Angle Iron of size 65 x 65 x 6mm of 3 meter long : 60 cm equilateral triangle |
| 23 | ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) |
| 24 | 200 m stone (precast) |
| 25 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
