Tender For 10) Renewal Of Bt Road A/R Rajora. - Clearing and Grubbing Road Land 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 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 Bituminous Courses & Granular Courses 4 Crusher Run Macadam Base Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing witha motor grader, watering and compacting with a threewheel 80-100 kN staticroller as per MoRTH Specification Clause 407 to forma layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate WBM Grading 2 By Mechanical MeansGrading -1 6 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate By Mechanical MeansGrading -2 7 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 8 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 9 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. 10 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to 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) 11 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) 12 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 13 Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. 14 PART B : ROAD FURNITURE 15 KilometreStone ReinforcedcementconcreteM15 gradekilometrestone/localstoneof standarddesignasperIRC:8fixinginpositionincludingpaintingand printing, etc as per drawing and MoRTH Specification Clause 801 16 Ordinary Kilometer Stone (Precast) 17 200 m stone (precast) 18 Retro-reflectorised Traffic Signs 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 aluminiumsheeting,1.5mmthicksupportedonamildsteel angleironpost75mmx75mmx6mmfirmlyfixedtothe groundbymeansofproperlydesignedfoundationwithM15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and MoRTH Specification Clause 801 600 mm equilateral triangle 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 801900 mm side octagon 20 Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providinganderectingdirectionandplaceidentificationretro- reflectorisedsignas perIRC:67madeofencapsulatedlens type reflective sheeting vide Clause 801.3.1, fixed over aluminiumsheeting, 2 mmthick with areanotexceeding 0.9 sqm supported on RCC Post 100 mm x 100 mm firmly fixed to the ground by means of properly designed foundation with M-15 gradecementconcrete450x450x600mm,600mmbelow ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board 21 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. 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 PART C CD WORKS 24 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 25 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 10 Nominal mix 1:3:6 26 Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsandMoRTHspecificationsClause1702,1703, 2102 & 2104 P.C.C grade M 15 Nominal mix (1:2:4) 27 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. 1000mm dia 28 Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7 Earth filling (For marshy soil) 29 White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 30 Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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. 300mm dia
