Shri Sanwaliyaji Mandir Mandal has published Tender For 2 - Widening And Strengthening Work Of Bagund Angarh Bawji Mawara Kuretha Road. Submission Date for this Tender is 15-10-2023. Road Work Tenders in chittorgarh Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Clearingandgrubbingroadlandincluding uprootingrankvegetation,grass,brush,shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from roadboundary.(MoRTHSpecification:Clause 201).BY MECHANICAL MEANS In area of Light Jungle |
| 2 | Cutting of trees including cutting of trunks, branches and removal of stumps including stackingofserviceableMaterialwithinaleadof 1000 metres with all lift and earth filling to requiredcompactioninthedepression/pit. [MoRTH Specification : Clause 201] |
| 3 | Girth from 300 to 600mm |
| 4 | Girth above 600mm upto 900mm |
| 5 | Constructionofembankmentwithapproved Materialobtainedfromborrow-pitswithalllifts and leads, transporting to site, spreading, grading torequiredslopeandcompactingbyvibratory roller8-10tonnetomeetrequirementofTable 300-2includingcostofcompensationforearth takenfromprivateland : Clause No. 305. |
| 6 | Providing,layingandspreadingandcompacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanicalmixer(Pugmill),carriageofmixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a preparedsurface and compacting with Vibratory Compactorto achieve the desired density including all Material, labour, machinery,lightingbarricadingandmaintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift |
| 7 | Providing, laying, spreading and compacting crushedgradedstoneaggregate as per Table 400-10 & 400.11 to WetMix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub- base/base course on a well prepared under-base andcompactingwithVibratoryRollertoachieve thedesireddensityincludinglighting,guarding, barricadingandmaintenanceofDriversionetc. (MoRTH specification : Clause 406). with all lead & lift |
| 8 | Providing and applying primer coat over prepared surfaceofgranularbasewithbitumenemulsion asperIS:8887&manufacturer?sspecifications @7.5kg/10sqmwithaselfpropelledortowed bitumenpressuresprayerequippedforspraying theMaterialuniformlyatspecifiedratesand temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 9 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer?s specifications @0.275 kg/sqm with a self propelled or towed bitumen pressure sprayer equippedforsprayingtheMaterialuniformlyat specified rates and temperatures (including cleaning of roadsurface) as per MoRTH specification Cl. 502, 112. |
| 10 | Providing and laying Dense Bituminous Macadam onpreparedsurfacewithspecifiedgraded crushedaggregates(aspertable500-9,500-10 and design mix) for base/binder course including loadingofMaterialwithF.E.loader,heatingof binder (including cost of anti stripping compound, whereverrequired)aggregatesandfillerinhot mixplant(40-60TPH),transportingthemixed Materialbytippersandlaying withpaver finisherasperclause504.3.5totherequired levelandgrade,rollingbyselfpropelledpower rollersandvibratoryrollersorpneumatictyred roller,150-250KN.TP=0.7Mpa,toachievethe desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift 50-75mm compacted thickness with bitumen content as per job mix desgin VG30 grade mixed Material with all lead & lift |
| 11 | Providing and laying Bituminous Concrete as per DesignMixonpreparedsurfacewithspecified graded stone aggregates as per Table 500-17, for wearingcourseincludingloadingofaggregates with F.E. loader and hot mixing of binder (includingcostofanti-strippingcompound, whereverrequired)and2% fillerwith aggregatesinHotMixPlant40-60TPH, transportingthemixed Materialwithtipperto paverandlayingwithpaverfinisher(as per clause 504-3.5) to the required level, grades androllingwithvibratorycompactorand pneumatic tyred roller 150-250 kN, TP = 0.7 Mpa, toachievethedesireddensity(approvedbythe departmentasperjobmix)excludingcostof primer/tackcoat.(MoRTHspecification:clause 507).30-45mm compacted with binder content as per job mix with all lift & lead With straight run bitumen grade VG30 |
| 12 | ProvidingandLayingun-reinforced,dowel jointed,plaincementconcretepavementovera prepared sub-base with 43 grade cement, coarse andfineaggregateconformingtoIS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design,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 needle, screed and plate vibrators and finished |
| 13 | in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,asperdrawing and MoRTH Specification : Clause No. 602, 112. using curing compoundand water finishing to lines and grade as per drawingand MoRD Specification Clause 1501 including vaccum dewatering process with all required equipments Using Cement concrete M-30 pavement Grade |
| 14 | ProvidingandlayingReinforcedcement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).300 mm dia |
| 15 | Providing and laying of hot applied thermoplastic compound2.5mmthickincludingreflectorising glass beads @ 250 gms per sqm area, thickness of2.5mmisexclusiveofsurfaceappliedglass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. |
| 16 | Providing and Fixing of Retro Reflectorised 900mm Cautionary sign boards made out of retro reflective sheeting of High Intensity prismatic gradeconformingtoIRC-67:2012&TypeIV standards of ASTM D4956-09 specifications, fixed over 2 mm thick Al /4mmthick ACP sheet supported with Back support frame of 25x25x3mm mild steel angle as approved , supported on a mild steel angle iron post 75 mm X 75 mm X 6 mm - 3 mtr height, firmly fixed to the ground by means of properly designed foundation with M20 grade cement concrete 45 cm X 45 cm X60cm,60cmbelowgroundlevelasper approveddrawing.7yearsWarrantyforRetro ReflectiveSheetingfromtheoriginalsheeting manufacturer&acertifiedcopyofthreeyears outdoor exposure report from an independent test lab for the product offered shall be submitted by the contractor Regulatorysignboardsof90cmTriangle.Size 90 cms. Triangle |
| 17 | Providinganderectingdirectionandplace identificationretro-reflectorisedsignasperIRC :67madeofhighintensitygradesheetingvide clause801.3,fixedoveraluminiumsheeting,2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 18 | Reinforced cement concrete M15grade kilometre stoneofstandarddesignasperIRC:8-1980, fixinginpositionincludingpaintingandprinting etc |
| 19 | Ordinary kilometer stone (precast) |
| 20 | Hectometer stone (precast) |
| 21 | ProvidingandlayingReinforcedcement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).600 mm dia |
| 22 | ProvidingA.C.pipeWeepholes150mmdiain Masonry/plain Concrete/Reinforced Concrete abutment,wingwall/returnwallcompleteasper drawing and technical specification. [MoRTH Specification : Clause 2205]. |
| 23 | Providingandfixingofroadstud100x100mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole30mmuptoadepthof60mmand beddedinasuitablebituminousgroutorepoxy mortar, all as per BS 873 part 4:1973 |
| 24 | Earthworkinexcavationforfoundationof structurecompletewithalllift,dewatering, shoringand shutteringetc.includingrefillingof trenches in 250 mm layer, ramming, watering and disposalofsurplussoilwithinaleadof1000 meters,asperdrawingandtechnicalEarthin excavationforfoundationofspecification. [MoRTH Specification : Clause 304].Inordinarysoil[MoRTHSpecification:clause 301] BY MECHANICAL MEANS Depth upto 3m |
| 25 | Earthworkinexcavationforfoundationof structurecompletewithalllift,dewatering, shoringand shutteringetc.includingrefillingof trenches in 250 mm layer, ramming, watering and disposalofsurplussoilwithinaleadof1000 meters,asperdrawingandtechnicalEarthin excavationforfoundationofspecification. [MoRTH Specification : Clause 304].InHardRock[MoRTHSpecification:Clause 301, 302, 303].Requiring Blasting |
| 26 | Structural cement concrete (Design Mix) in openfoundations,withformwork,atany level. Cementconcreteforplain/reinforcedconcretein openfoundationsasperdrawingandtechnical specification. [MoRTH Specification : Section 1700 & 1500].With20mmnominalsizeaggregateBy using concrete mixer P.C.C.M-10 grade |
| 27 | Structural cement concrete (Design Mix) in openfoundations,withformwork,atany level. Cementconcreteforplain/reinforcedconcretein openfoundationsasperdrawingandtechnical specification. [MoRTH Specification : Section 1700 & 1500].With20mmnominalsizeaggregateBy using concrete mixer R.C.C.M-20 grade |
| 28 | ProvidingandlayingReinforcedcement concrete pipes NP-3 for culverts including jointing ends and fixing collar with cement mortar 1:2. (MoRTH specification : clause 1000/2900).1000 mm dia |
| 29 | Providing and filling in foundation trenches and at thebackofabutmentwingwallsetc.andbelow pipebedinlayersnotexceeding150mmthick includingwateringandcompactingincludingall leads and lifts.Selected granular Material in filling ( MORTH sp. Clause 2200 |
| 30 | Providing and fabricating Steel reinforcement for RCC works including cutting, bending,placing in positionandbindingcompleteincludingcostof binding wire. (MoRTH specification : Clause 1000/1600).HYSD bars |
| 31 | Providing and fixing ofReinforced Ferro-Cement Drain cover designed of class "A" & "AA" loading duly marked on cover with adequate steel reinforcementhavingthickness75mmto150 mmanti-corrosivebitumenpaintedM.S.plate, RimandonM.S.liftinghooks,admixturelike plasticizerbond-improvingcompound,shrinkage resistancecompound,abrasionresistant complete as per approved design etc.Span 451 mm to 700 mm Standard Size 1000 x 800 mm |
| 32 | Carriageofsandbajri,ballast,stone,boulders, kankarandgravellyMaterialincludingloading andunloadingstackingetc.complete.[MoRTH specification : 514.5 Table 500.28]For each subsequent km lead beyond 1 km upto 10 km (4Km) |
| 33 | Providing,layingandspreadingofgranularsub- basebyprovidingclosegradedMaterial,mixing inamechanicalmixplantatOMCcarriageof mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.Plant Mix Method Grading-III |
| 34 | Earthwork in excavation for roadway in soil, includingstacking/disposalofsurplusMaterial exclusive of compensation of earth (MoRTH specification : clause 301 to 305). By Hydraulic Excavator CK-90 of 0.9 cum bucketcapacityandtipperwithdisposalupto 1000 mtrs. |
| 35 | Constructionofembankmentwithapproved Materialsdepositedatsitefromroadwaycutting and excavation from drain and foundation of other structures graded and compacted by vibratory roller 8-10 tonne to meet requirement of Tale 300-2 as per MoRTH specification : Clause No. 305 |
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