Tender For Widening Of Jakhan Bapini Kadwa Bedu Kerla Barsingo Ka Bas Maylo Ki Dhani Km 0/0 To 46/0 - 1 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 In area of thorny jungle. 2 Boundary PillarReinforcedcementconcreteM15gradeboundarypillars/localstoneof standarddesignasperIRC:25,fixedinpositionincludingfinishingand letteringbutexcludingpaintingasperdrawingandMoRTHSpecification Clause 807 3 Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202 By Mechanical Means 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 Constructionofembankmentwithapprovedmaterialobtainedfrom borrowpitswithaliftupto1.5m,transportingtosite,spreading, gradingtorequiredslopeandcompactingtomeetrequirementof Tables300-1and300-2withaleadupto50masperMoRTH Specification Clause 305.3 6 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 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, spreading and compacting graded stone aggregate to wet mixmacadamspecificationincludingpremixingthe material withwaterat OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site,laying inuniformlayersinsub-base/basecourseonawell 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 11 km lead 9 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 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 emulsiondistributorattherateof0.20to0.30kgpersqmonthe preparedbituminoussurfacecleanedwithHydraulicbroomasper MoRTH Specification Clause 503. 12 Providingandlayingdensegradedbituminousmacadamwith 100-120TPHbatchtypeHMP producinganaverageoutputof75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder @4.0 to4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to therequiredgrade,levelandalignment,rollingwithsmooth wheeled,vibratoryandtandemrollerstoachievethedesired compaction as per MoRTH Specifications Clause 505 completein all respects. Bitumen (VG-30 Grading - II (26.50 mm (Nominal Size)) 13 Providingandlayingbituminousconcretewith100-120TPH batchtypehotmixplantproducinganaverageoutputof75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6per centof mix andfiller, transportingthehotmixtoworksite,layingwitha hydrostaticpaverfinisherwithsensorcontroltotherequired grade, level and alignment, rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in allrespects for Grading-II(13 mm nominal size) Bitumen (VG-30) 14 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse 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 at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. 15 Construction ofun-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cementas per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fullyautomatic Batching Plant andtransported to site intransit mixer for having continous agitated mixer, manufactured as per approved mix designincluding pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawingand MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately). 16 Providing and Fixing of Dowel Bars of Mild Steel confirming to IS: 432 of specified length and diameters as per MoRTH SpecificationIRC15&58includingcutting,placinginposition across transverse joint with proper spacing, providing with PVC sleevecompleteasperdrawing,technicalspecificationandasper direction of the Engineer-in-charge. 17 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 Depth upto 3m 18 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104P.C.C grade M 15 Nominal mix (1:2.5:5) 19 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 20 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 21 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 2206.650 mm thick 22 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 Depth upto 3m 23 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104P.C.C grade M 15 Nominal mix (1:2.5:5) 24 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 25 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 26 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 2206.650 mm thick 27 Providing and laying filter material underneath pitching in slopes complete as per drawing and MoRD specifications Clause 1302.3 28 Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRD specifications Clause 1302 29 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 Depth upto 3m 30 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104P.C.C grade M 15 Nominal mix (1:2.5:5) 31 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 32 Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 33 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 2206.650 mm thick 34 Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200 35 ProvidingandlayingreinforcedcementconcretepipeNP4forculvertson 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. 1200 mm dia 36 ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801 5th Kilometre Stone (precast) 37 ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801 Ordinary Kilometer Stone (Precast) 38 ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801200 m stone (precast) 39 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 RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x450mmx600mm,600mmbelowgroundlevelasper approved drawing Clause 801.900 mm equilateral triangle 40 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 RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x450mmx600mm,600mmbelowgroundlevelasper approved drawing Clause 801.600 mm circular 41 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 RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x450mmx600mm,600mmbelowgroundlevelasper approved drawing Clause 801.900 mm side octagon 42 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 43 Providinganderectingdirectionandplaceidentificationretro- reflectorisedsignas perIRC:67madeofencapsulatedlens type reflective sheeting vide Clause 801.3.1. fixed over aluminiumsheeting, 2 mmthick with areanotexceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mmfirmly fixedtotheground by meansofproperly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTHSpecificationClause801.DirectionandPlace Identification signs upto 0.9 sqm size board 44 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. 45 Supplying and Fixing of Cat’s Eye made of aluminium alloy size75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. 46 Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminumsheet 2 mmthick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro ReflectiveSheet,completeinallrespect.Comp.inallrespect dulypostpaintedinalternatebandofBlack/Whitesyntheticenamel paint & hold fast at bottom 47 Supply of Swiss type of Hazard marker, made out of 2 mm thickM.S. sheet size of box is 15x15 cm with hold fast at bottom, the body ispaintedinorangestovingenamelpaintwithwhite/highintensity grade micro-prismatic type sheeting, on all four side. 48 MarkingCentreLineandstoplinesetc.onroadasperIRCpatternwith 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 completewithaspecialapplicatormachinecompletewithlabourmaterial and traffic diversion arrangements.
