Shri Sanwaliyaji Mandir Mandal has published Annual Maintenance Of Various Roads Of Ssm Mandafiya, Distt-Chittorgarh (Raj.). Submission Date for this Tender is 14-08-2023. Road Work Tenders in chittorgarh Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Particulars |
| 2 | 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 (3Km) |
| 3 | 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 |
| 4 | Scarifying, including picking up scarified Material and stacking ofoldserviceable Materialwithin a lead of 1000 meter [MoRTH Specification: Clause 202 & 305.4.3]. Kankar/Gravel metal crust upto 150mm thick with powerdrivenwithscarifierwithallliftandlead upto 1000m for reusable Materials. |
| 5 | Making up loss of Material/irregularities on shouldertothedesignlevelbyaddingfresh approved soil and compacting it with appropriate equipment. (Maintenance of Earthen shoulder with filling fresh soil) with average depth of 150mm. (MoRTH specification : Clause 3003) |
| 6 | Fillingpot-holesandpatchrepairswithopen- graded premix surfacing, 20mm thick compacted withbitumenbinderVG10@14.60kg/10sqm and aggregatein Hot Mix Plant,transporting the mixed Material with tipper and laying manually to therequiredlevelandgrade,rollingwithpower roller,8-10tonne,removalofallfailedMaterial, trimming of completed excavation to provide firm verticalfaces,cleaningofsurface,paintingof tack coat on the sides and base of excavation as per clause 503, back filling the pot-holes with hot bituminousMaterialasperClause511, compacting, trimming and finishing the surface to formasmoothcontinuoussurface,allasper clause3004.2includingcostoftackcoatand including cost of seal coat type B with lead for mix ofMaterial 1 km. (MoRTH specification: Clause 3004.2) |
| 7 | FillingpotholesandpatchrepairwithWetMix Macadamspecificationsincludingpremixingthe MaterialwithwatertoOMC inmechanical mixer (Pugmill)asperdesignmix,carriageofmixed Material by tipper to site laying in uniform layers, withmotorgrader/F.E.loader/PaverFinisher,in sub-base/base course on a well prepared under- baseandcompactingwithVibratoryRollerto achieve the desired densityincludinglighting, guarding,barricadingandmaintenanceof Driversionetc.(MoRTHspecification:Clause 406). with all lead & lift |
| 8 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). |
| 9 | Providing and fixing PVC Bump Speed Breakers size 350 mm x 250 mm x 50 mm fitted with key hooks complete with labour material and traffic diversion arrangements. |
| 10 | Constructionofembankmentwithapproved Materialobtainedfromborrow-pitswithalllifts and leads, transporting to site, spreading, grading torequiredslopeandcompactingbyvibratory roller8-10tonnetomeetrequirementofTable 300-2includingcostofcompensationforearth takenfromprivatelandwithleadupto1kmas per MoRTH Specification : Clause No. 305. |
| 11 | 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 |
| 12 | 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 all lift and lead. |
| 13 | Providing and applying primer coat over prepared surfaceofgranularbasewithbitumenemulsion asperIS:8887&manufacturer?sspecifications @6kg/10sqmwithaselfpropelledortowed bitumenpressuresprayerequippedforspraying theMaterialuniformlyatspecifiedratesand temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 |
| 14 | Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS:8887 & manufacturer?s specifications @0.2 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. |
| 15 | 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 |
| 16 | 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 & leadWith straight run bitumen grade VG30 |
| 17 | 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 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,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 |
| 18 | Providingandfixingofretro-reflectorised cautionary,mandatoryandinformatorysignas per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm equilateral triangle |
| 19 | 60 cm circular |
| 20 | Providinganderectingdirectionandplace identificationretro-reflectorisedsignasper IRC:67madeofhighintensitygradesheeting vide clause 801.3, fixed over aluminium sheeting, 2mmthickwithareanotexceeding0.9sqm supportedonamildsteelsingleangleironpost 75x75x6mmfirmlyfixedtothegroundby means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing DirectionandPlaceIdentificationSignsupto 0.9 sqm Size Board. |
| 21 | 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 DirectionandPlaceIdentificationSignswith size more than 0.9 sqm size Board. |
| 22 | Painting with superior grade enamel apint of approved quality to give an even shade including writing, littering, figuring etc. complete as per IRC standards of : Km Stone for ODR & MDR Old Work ( Two Coats ) |
| 23 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat,making speed breaker in designed 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 |
| 24 | 3.70 meter wide and 10 cm high for general traffic |
| 25 | 5.0 meter wide and 10 cm high for heavy truck and bus traffic |
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