Tender For Construction Of Bt Road Chhayan To Baroo Km 6/0 To 13/0 - Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in- charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels, white washing and lettering etc. complete each pillar to be painted with with a unique identification no and directional information as per MoRTH specifications cl. 109. 2 Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps ofsuchtreescutearlier anddisposalofunserviceablematerialsand 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 non-thorny jungle 3 Constructionofembankmentwithapprovedmaterialsdepositedatsite obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300- 1 and 300-2 as per MoRTH Specification Clause 305.3) 4 Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m,includingtrimmingbottomandsideslopesinaccordancewith requirements of lines, grades and cross-sections. 5 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 requirementofTable300-2withleadupto50masperMoRTH Specification Clause 305.3 6 Constructionofembankmentwithapprovedmaterialobtainedfrom borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables300-1and300-2withaleadupto50masperMoRTH Specification Clause 305.3 7 Construction ofgranular sub-base by providing well graded material, spreadinginuniformlayerswithTractorMountGraderonprepared surface, mixing by mixin placemethod withrotavatoratOMC, and compacting with smoothwheelroller to achieve thedesired density,complete as per MoRTH Specification Clause 401.For Grading IIIMaterial 8 Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreening&bindingmaterialstofill-upthe intersticesofcoarseaggregate,wateringandcompactingtothe required density grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken Aggregate.By Manual Means 9 Providing,laying,spreadingandcompactingstoneaggregatesof specific sizes to water bound macadam specification including spreadinginuniformthickness,handpacking,rollingwithsmooth wheel roller 80-100 kN in stages to proper grade and camber, applying andbrooming,stonescreeningtofill-uptheintersticesofcoarse aggregate, watering and compacting to the required density Grading 2 asperMoRTH SpecificationClause 404.usingCrusherborken aggregate.By Manual Means 10 Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 11 Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsion distributorattherateof0.25to0.30kgpersqmonthe prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. 12 Providing,layingandrollingofopen-gradedpremixcarpetof20mm thicknesscomposedof13.2mm to5.6mmaggregateseitherusing Viscositygradebitumenoremulsiontorequiredline,gradeandlevelto serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510.Case - IIBy Mechanical Means.Bitumen (VG-30) 13 Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511.By Mechanical Means.Case - II:Type B.Bitumen (VG-30) 14 Construction of Foundation / Inaugration Pedastal in 23 cm thick Brickmasonry in CM 1:4 ofsize 1.20mx 1.80mabove ground level withadequatefoundationincludingproviding andfixing of Granitestoneofsize0.75mx0.60mwithengravinglettersand figures,cement plaster,white washing etc. complete as perdirection of Engineer in charge. 15 MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwith thermoplasticpaint ofapproved quality and make without glass beads laid on the road surface at temperature 160 C with a special applicator machine completewithaspecialapplicatormachinecompletewithlabourmaterial and traffic diversion arrangements. 16 ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801.5th Kilometre Stone (precast) 17 ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801.Ordinary Kilometer Stone (Precast) 18 ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801.200 m stone (precast) 19 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1 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 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 20 Providinganderectingdirectionandplaceidentificationretro- reflectorisedsignasperIRC:67madeofencapsulatedlens type reflective sheeting vide Clause 801.3.1. fixed over aluminiumsheeting, 2 mmthick with areanotexceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground bymeansofproperlydesignedfoundationwithM-15grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board. 21 Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya SadakYojanainformatorysignboardwithlogoforroadsfundedby State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollowdsectionof75mmx75mm,2.5mlongstoveenamelledpaintwith hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block45 cm x 45 cm x 60 cm, 60 cm below groundlevel includinglettering/writingandpaintingetc.completeinall 22 Providing and Erecting typical Citizens information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050mmwithangle holdfastsand horizontal member 900mm)to be joinedby embeddedincementconcreteM-15gradeofblockof600mmx 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.Figuringandborderwillbewithreadymixedsynthethicenamel paintofsuperiorqualityinrequiredshadeandcolouretccompleteinall 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. 23 Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.Ordinary soil.Upto 3 m depth 24 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 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 1:3 cement mortar 26 Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.Random Rubble Masonry.In 1:4 cement mortar 27 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 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. 50 mm thick 29 ProvidingandlayingreinforcedcementconcretepipeNP3forculvertson first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905.300 mm dia 30 Providing and laying reinforced cement concrete pipe NP4for culverts on first class bedding of granularmaterial in double row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 2905.1000 mm dia 31 Plastering with cement mortar (1:4), 20 mm thick on Stone work.
