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| 1 | PART - A EARTH WORK |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including 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 | Dismantlingofcementconcretepavementsbymechanicalmeansusingpneumatictoolsbreakingto piecesnotexceeding0.02cuminvolumeandstockpilingatdesignatedlocationsanddisposalof dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 4 | Dismantlingofflexiblepavementsanddisposalofdismantledmaterialsuptoaleadof100m,stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means Bituminous Courses |
| 5 | 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. |
| 6 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transportingtosite,spreading,gradingtorequiredslopeandcompactingtomeetrequirementof Tables 300-1 and 300-2 with a lead upto 1000 m as per MoRTH Specification Clause 305.3 |
| 7 | Haulage of materials by tipper excluding cost of loading, unloading and stacking. Surfaced Road for 3 km |
| 8 | PART - BGRANULAR & WMM BASES WORK |
| 9 | 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 |
| 10 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, layingin uniform layers in sub-base/base course on a well prepared sub-base and compacting with smoothwheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. By Mechanical Means with 1 km lead |
| 11 | PART - C BITUMINOUS WORK |
| 12 | Providingandapplyingprimercoatwithbitumenemulsion(SS-1)onpreparedsurfaceofgranular base(WBM/WMM)includingcleaningofroadsurfaceandsprayingprimerattherateof0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 13 | ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) usingemulsion distributoratthe rateof0.25to0.30kgpersqmonthepreparedgranularsurfacestreatedwithprimer&cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 14 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 15 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed 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 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 bitumen grade 60/70 (VG-30) |
| 16 | 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 with sensor paver finisher (as perclause507.3.5)tothe required level, gradesandrollingwithvibratorycompactor 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 6% binder grading - 2 with lead of mix material 1 km. a) With straight run bitumen grade 60/70 (VG-30) |
| 17 | PART - D CC PAVEMENT WORK |
| 18 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 10 Nominal mix (1:3:6) |
| 19 | 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 |
| 20 | Providing and laying reinforced cementconcrete pipe NP3 for culvertson firstclassbeddingofgranular material in single row including fixing collarwith cementmortar 1:2butexcludingexcavation,protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 300 mm dia |
| 21 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 20 Nominal mix (1:2:4) |
| 22 | PART - E HPC WORK |
| 23 | Earthworkin excavation forstructuresasper drawingand MoRTHspecificationsClause304.1 including settingout,constructionofshoringandbracing,removalofstumpsandotherdeleteriousmaterialand disposaluptoaleadof50m,dressingofsidesandbottomandbackfillingintrencheswithexcavated suitablematerial. Ordinary soil Upto 3 m depth |
| 24 | Providingconcreteforplain/reinforcedconcreteinopenfoundationscompleteasperdrawingsand MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C. grade M 10 Nominal mix (1:3:6) |
| 25 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. Random Rubble Masonry In 1:6 cement mortar |
| 26 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 27 | Providing and laying reinforced cementconcrete pipe NP4 for culvertson firstclassbeddingofgranular material in single row including fixing collarwith cementmortar 1:2butexcludingexcavation,protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. 1000 mm dia |
| 28 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 75 mm thick |
| 29 | PART - FSHOULDERS WORK |
| 30 | 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 |
| 31 | PART - GROAD FURNITURE WORK |
| 32 | 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 |
| 33 | 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. |
| 34 | 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. |
| 35 | 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 : 90 cm. equilateral triangle |
| 36 | ReinforcedcementconcreteM15 gradekilometrestone/localstoneofstandarddesignasperIRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 5th Kilometre Stone (precast) |
| 37 | Ordinary Kilometer Stone (Precast) |
| 38 | 200 m stone (precast) |
| 39 | Providing and laying rounded hump type speed breakersfor crossing speed25 km/hasperIRC design includingprovidingandapplyingbitumenemulsiontackcoat, making speedbreaker indesigned profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as perIRC : 99-1988 3.70 meter wide and 10 cm high for general traffic |
| 40 | Road Markingwith Hot Applied ThermoplasticCompound inclusiveof type-1 Reflectorising Glass Beads as per table 800.3, 800.4 applied in uniform thicknessof at least .5mmand spread uniformly with reflectoridingglass beads type - 2 in addition @ 250gm/scm witharoadmarkingmachineasperIRC:35completewithtraffic diversion arrangement as per Morth specification clause 803.4. |
