Tender For Chakan Industrial Area Phase I And Ph Ii Providing Concrete Treatment To Main Roads In Ph I And Ph Ii- 1 Sub Estimate No. 1 Providing Cement Concrete treatment to main road in Phase - II from HP chowk to Huntsman circle. (Road A-B-C) 2 Carrying of detailed topographic surveybyusingtotalstationalong theexistingornewroadincluding taking L-section and cross section at every 30 meter ROW ,taking at least 10spotlevelspercrosssection, picking up all existing details inside the Row like electric telephone line , encroachments,structuresetc. connecting all the primary total station control points by G.I.S.Bench markslevelorwhicheveravailable with department using auto level and preparingAutoCADplanbyusing above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 size submitting soft copy all data on CD. Plain Terrain Existing Alignment. 3 Excavation for roadway in earth, soil ofallsorts,sand,gravelorsoft murumincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materials with all lifts , all lead. and spreading for embankment or stacking as directed. 4 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading or stacking as directed. 5 Excavation for roadway in hard rock bywedgingandchisellingorline drillingincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading for embankment or stacking as directed. 6 Providing earth work in embankment with approved materials obtained from other sources all lead. including all lifts, laying in layers of 20cm. to 30cm.thicknessbreakingclods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) 7 Excavationforfoundationinearth, soils of all types, sand,gravel and soft murum,includingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingand spreadingasdirected,dewatering, preparing the bed for the foundationandnecessaryback filling,ramming,wateringincluding shoringandstruttingetc.complete. (All Lifts) By Mechanical Means 8 Excavation for foundation in Soft rock and old cement or lime masonry foundationsincludingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingas directed,includingdewatering, preparing the bed for the foundation andnecessarybackfillingwith available earth /murum, ramming, wateringincludingshoringand strutting etc. complete (All Lifts) By Mechanical Means 9 ExcavationforfoundationinHard rock by chiselling, wedging, line drilling,etc.includingtrimmingand levelling the bed, removing the excavatedmaterialallleadbeyond the building area stacking as directed,dewateringandback fillingwithavailableearth/murum watering, ramming etc. complete. (All Lifts). By Mechanical Means 10 Providingandlayingcement concretepipeofIS458:2003NP-3 classof600mmdiameterinproper line, level and slope etc. complete. 11 Providingandlayingcement concretepipeofIS458:2003NP-3 classof900mmdiameterinproper line, level and slope etc. complete. 12 Providingandlayingcement concretepipeofIS458:2003NP-3 class of 1200mm diameter in proper line, level and slopeetc. complete. 13 Providing ISI standard R.C.C. NP3classpipes300mmdiain standard lengths of following class and diameter suitable for eithercollarjointsorrubberring joints,excludingGSTlev-iedby GOI&GOMinallrespect includinginspec-tioncharges, transporttodepartmentalstores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar shouldbesuppliedwitheachfull length plain ended RCC pipe, cost including in rates below.One rubber ring should be supplied witheachfulllengthofsocketed pipe, cost included in rates below. Note:Only85%rateis payable till satisfactory hydraulic testing is given. 14 Providing ISI standard R.C.C. NP3class450mmdiapipesin standard lengths of following class and diameter suitable for eithercollarjointsorrubberring joints,excludingGSTlev-iedby GOI&GOMinallrespect includinginspec-tioncharges, transporttodepartmentalstores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar shouldbesuppliedwitheachfull length plain ended RCC pipe, cost including in rates below.One rubber ring should be supplied witheachfulllengthofsocketed pipe, cost included in rates below. Note:Only85%rateis payable till satisfactory hydraulic testing is given. 15 Lowering, laying and jointing in propergradeand alignmentR.C.C. pipes 300 mm dia with collar joints in C.M.1:1 proportionorsocketedR.C.C. pipes with rubber joints (excluding costofrubberringorR.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointingmaterial,labour,etc. completeasdirectedbyEngineerin- charge(For all class of pipes. ) as per IS- 783-1985. 16 Lowering, laying and jointing in propergradeand alignmentR.C.C. pipes 450 mm dia with collar joints in C.M.1:1 proportionorsocketedR.C.C. pipes with rubber joints (excluding costofrubberringorR.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointingmaterial,labour,etc. completeasdirectedbyEngineerin- charge (For all class of pipes. ) as per IS- 783-1985. 17 Providingandlayingconcretepipes of I.S.NP. class of 150mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixingwithcollarsincementmortar 1:1 and refilling the trench complete. 18 Providing&layinginsitucement concreteofM15proportionwith trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixerwithoutSCADA.Withcrushed sand . 19 Supplying and Fixing of Molded ShankRaisedPavementMarkers/ Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capableofprovidingtotalinternal reflectionofthelightenteringthe lens face and shall support a load of 16000kgtestedinaccordanceto ASTM D 4280 Type H and complying toSpecificationsofCategoryAof MORTH Circular No RW/NH/33023/10-97DOIIIDt11.06.1997.Theheight,widthand length shall not exceed 50 mm, 100 mmand102+/-2mmandwith minimum reflective area of 13 Sqcm oneachsideandtheslopetothe base shall be 35 +/- 5 degree. The strengthofdetachmentofthe integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm andheightnotlessthan30+/-2 mm) from the body is to be a minimum value of 500 Kg. Fixing will bebydrillingholesontheroadfor the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 20 Providingandlayinginsitu/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal forR.C.C.workinfoundationslike raft, strip foundations, grillage and footingsofR.C.C.columnsand steel stanchions etc. including bailingoutwater,Steelcentering formwork,laying/pumpingcover blocks,compactionandcuring roughening the surface if special finishistobeprovided(Excluding reinforcementandstructuralsteel) etc.complete,withfullyautomatic microprocessorbasedPLCwithout SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 21 ProvidingandlayingCastin situ/Ready Mix cement concrete M-30oftrap/granite/quartzite/ gneissmetalforR.C.C.workin foundationslikeraft,strip foundations, grillage and footings ofR.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blockslaying/pumping,compaction finishing the formed surfaces with cementmortar1:3ofsufficient minimum thickness to give a smooth andevensurfaceorrougheningif specialfinishistobeprovidedand curingetc.complete.(Excluding reinforcementandstructuralsteel). with fully automatic micro processor based PLC without SCADA enabled reversibleDrumTypemixer/ concrete Batch mix plant (Pan mixer) etc.complete.Withfineaggregate (Crushed sand VSI Grade) 22 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500steelbarsforreinforcementfor all RCC works as per detailed drawings etc. complete. 23 DismantlingtheR.C.C.Work1:2:4 and sorting out the materials such as steeletc.asdirectedandstacking them within the specified all lead as directed etc. complete. 24 Removing cement tiles, or marble or polished shahabad floor or dado without bed concrete including stackingthematerialsasdirected with all leads, lifts etc. complete 25 Providingdryrubblestonepitching 23 cm (about 9 ) thick including all material,quarryspalls,labouretc. complete. 26 Providingandconstructingon sewer, B.B. masonry circular manhole with conce ntric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work inCM1:4proportionexcludingexcavationincludingfoundation concrete 250 mm thick and haunches andchannelsinC.C.1:2:4 proportion,finishingchannelsin smooth rendering, providing C.I. dapuritypestepseachweighing5.5 kg., 1:2:4 coping and providing and fixing approved makeandqualityS.F.R.C.frame andcoverof56cmdia.etc. complete as directed by Engineerin- charge. 27 Providingandlayingweepholesof 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. 28 Conveyingmaterialsobtainedfrom road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% ofstandardProctordensityforall lead, inclusive from the site of excavation to the site of deposition as directed. 29 Construction of granular sub-base by providingclosegradedMaterial, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialto work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material 30 Wet Mix Macadam -- Providing, laying, spreading and compacting gradedstoneaggregatetowetmix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage ofmixedMaterialbytippertosite, laying in uniform layers with paver in sub-base/basecourseonwell prepared surface and compacting withvibratoryrollertoachievethe desired density. Laying By Grader/Paver. 31 Primecoat-Providingandapplying primer coat with bitumen emulsion on preparedsurfaceofgranularBase includingcleaningofroadsurface andspraying,primerattherateof 0.60 kg/sqm using mechanical means. 32 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadamusingcrushedaggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for76-100mmcompacted thickness .USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) 33 Providingandapplyingtackcoaton the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface2.5kg/10sqm.(VG-30bulk bitumen rates are considered to arrive at rates) 34 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler,transportedatsitewithVTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compactedthicknesswithdrummix plantwithoutSCADA,Sensorpaver and Vibratory roller excluding prime/Tack coat etc. complete--Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) 35 Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed materialwithallliftandleadupto 1000 m etc complete. Using machine like Writgen (W100) or equivalent 36 Stabilization of Soil or Sub-Base/Base Course or Existing PavementCrustuptotherequired depth by In-Situ Stabilization method using Cement / Cementitious additives / Chemical additives / Combination: - Providing and pre-spreadingofBinder(Cement/ Cementitious additives / Chemical additives/combination)atrateof requiredquantity(%byweight)as per job mix design in accordance with IRC37-2018usingatruck-mounted automatedbinderspreaderwith micro-processorcontrolledweighing andspreadingsystem.Thebinder spreader shall have variable working widthupto2.4mtoefficiently manage the width of the whole pavement. The in-situ stabilization process shall be carriedoutusinga self-propelled wheeled Stabilizer / Reclaimerwithaminimumworking widthof2mor2.4mandminimum engine horsepower of 305 kW having in-builtautomatedwater-spraying and depth control systems with variable working depth of up to 500 mm. The entire in-situ process shall be carried out in a single pass includingpulverizingof soil/aggregates/combination or millingofexistingasphaltpavement and simultaneous mixing with pre-spreadbinder(cement/additive) and water to the desired depth. The resultant stabilized mix shall be compacted using a vibratory padfoot compactor of 14-20 tonne weight as per design depth and then graded to therequiredprofile,leveland thickness using a motor grader. The gradedsurfaceshallbethen compacted using a smooth vibratory rollertoachievethedesiredproctor density as per IRC 37-2018 and complete in all respects including curingwithwaterasrequired including all materials, labor, machinery, etc. Necessary graded stoneaggregatesshallbeaddedby pre-spreading with cement to achieve desiredgradationandprofileofthe road.Theminimumunconfined compresssivestrength(UCS)of stabilized sub-base should be 4.5 / 7 MPa after 7 / 28 days curing as per IRC 37-2018 .Also, durability aspects (wet-dry cycles) of stabilized sub baseshouldbesatisfiedasperIRC 37-2018.Thegradationmixesand materials should be as per IRC 37-2018. 37 Providingandconstructing75mm. thickModifiedPenetrationMacadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting)heatingandsprayingthe bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compactingwiththreewheelstatic rollerhavingweight8to10MT.to achivethedesireddegreeof compactionasperTechnical Specification Clause 506 etc. complete.Includingpickingof existingWBMsurface.(VG-30bulk bitumen rates are considered to arrive at rates) 38 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finelywashedcrushedsand) conformingtoIS:383,thesizeof coarseaggregatenotexceeding25 mm, , 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/ Weighbatchmixer,transportedto site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. withfullyautomaticmicroprocessor basedPLCwithoutSCADAenabled reversible Drum Type mixer/ concrete Batchmixplant(Panmixer)etc. complete. 39 Providing and laying in-situ M40 Grade unreinforced plain cement concretepavementwithmax20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with43gradecement,coarseand fineaggregate(naturalsand/VSI gradefinelywashedcrushedsand) conforming to IS 383, using fine and coarseaggregatescombined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixerandWeighbatcherasper approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curingcompound/byproviding cementvataincementMortar1:8 @0.6mX 0.6mcentretocentre, admeasuring80mmatbottomand 40 mm at top with depth of 75mm and maintaining the same throughout curingperiodbyanyothermethod approved by Engineer-in-charge. 40 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concretepavementincludingall materials and labour complete. 41 ProvidingandfixinginpositionTMT FE 500, 32 mm dia dowel bars precoatedwithanticorrosiveepoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincludinghandling, straightening, necessary cutting supported by TMT FE 500, chairs with properalignmentbyusingproperly designedassemblyofBulkheads lubricatinghalflengthwith bituminouspaint,HDPEsleevepipe etc as directed etc. complete. 42 ProvidingandfixinginpositionTMT FE 500, tie bars precoated with anticorrosiveepoxypaintof12mm dia.70cms.longandat30.00cm. C/C and wherever directed including handling, straightening wrapping with paperofapprovedqualityforhalf length,necessarycutting,handling, straightening,supportedby assembly of TMT FE 500, chairs with proper alignment etc. complete. 43 Cuttingtransversecontractionjoints 3 to 4 mm wide and depth 60mm. .in concreteslabusingconcretecutting machinewithdiamondstuddedsaw within48hoursofcastingofbay/ slabetc.completeincluding subsequent widening of the groove 8 to 10 mm. wide at top having depth of15mm.asdirectedbyEngineer incharge. 44 Providing to contraction joints polysuphidesealent(Pouringgrade) confirming to BS : 5212 - 1989 into sawedgroovewidenedattopfor sealent reservoir of specified size and shapeasperdetaileddrawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaidwithbondbreakingtapeas perdetaileddrawing.Itemincludes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A)Contractionandlongitudinal joints (15 mm. deep x 8 mm.wide) 45 Providingandfixingfactorymade Hydraulically pressed Mechanically vibrated and compacted precast inter lockingcementconcretepaving blocks 100MM thick in M-50 grade of approvedsizeandshapeforCity streets and roads with high volume/ heavy traffice as specified and as per IS15658:2006includingcostofall materials,manufacturing,curing, transportation of blocks to work site includingloading,unloadingand stackingasdirected,layingpaving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavationinallstratas,spreading blindgeoffinesandoverthe preparedbed,compactingblocksby plate vibratoretc. complete. 46 Providing and Laying hot applied thermoplasticroadmarkingstripon BituminousSurfaceofspecified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizingglassbeads@ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivityRLshallbe>250 mcd/sqm/luxmeasuredintheinitial 7 days and sustained reflectivity RL of 100mcd/sqm/luxandQdof100 mcd/sqm/ lux measured at the end of 2yearsbymeansofaStandard ReflectometerofZehntner,Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause15.5.Thefinishedsurfaceto be level, uniform, and free from streaksandholescompleteas per directionofEngineer-in-charge andinaccordancewithapplicable specifications.(Refer MORTH Clause 803 for technical Specification andPerformance for IRC 35:2015). 47 Providingandlayinginsitu/ready mix M20 RCC of trap/ granite/ quartzite/ gneiss metal for RCC work of ballast walls, kerbs and box returnsincludingscaffolding, compaction,formworkfinishingand curingetc.complete.(excluding reinforcement,withfullyautomatic microprocessorbasedPLCwithout SCADAenabledconcretebatchmix plant/panmixerwithfine agreegatesofrequiredspecifications ( VSI sand finely washed etc ) RCC work ofBallast walls & Kerb 48 Providingandapplyingtwocoatsof syntheticenamelpaintofapproved colourtonew/oldstructuralsteel workandwoodworkinbuildings, including scaffolding if necessary, cleaningandpreparingthesurface (excludingprimercoat)etc. complete. 49 Providingandfixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 4 mm aluminum sheet bonded with white retro reflective sheeting of ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withbacksupportframe25mmx 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6mm,3.45mlong,dulypainted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete.ClassB(TypeIVHigh intensitymicro-prismaticgrade sheeting-HIP) shall have 7 years writtenwarrantyfromthe manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 50 Providingandfixingofretro- reflectorisedinformatorysignboard rectangular/Squareinshapehaving area less than 0.9 sq.km made out of 4mmaluminumsheetbondedwith white retro reflective sheeting of ClassIV(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012TableNo8.3, supportedwithbacksupportframe 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground levelasperapproveddrawingThe angle iron post shall be duly painted withonecoatofepoxyprimerand two coats of epoxy finish paints having alternate black and white bandsof25cmwidthincludingGI fixuresandtransportation etc.complete.Thenutboltsofboard withangleironpost/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV Highintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 51 MetalBeamCrashBarrier--Type- B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beamcrashbarriercomprisingof3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level,fixedonISMCserieschannel verticalpost,150x75x5mm spaced2mcentretocentre,2m high with 1.15 m below ground level, allsteelpartsandfitmentstobe galvanisedbyhotdipprocess,all fittingstoconformtoIS:1367and IS:1364, metal beam rail to be fixed on the vertical post with a space of channelsection150x75x5mm, 546 mm long complete as per clause 810) 52 Name Of Sub Estimate : Providing Concrete treatment to Main Road in Ph-I 53 Carrying of detailed topographic surveybyusingtotalstationalong theexistingornewroadincluding taking L-section and cross section at every 30 meter ROW ,taking at least 10spotlevelspercrosssection, picking up all existing details inside the Row like electric telephone line , encroachments,structuresetc. connecting all the primary total station control points by G.I.S.Bench markslevelorwhicheveravailable with department using auto level and preparingAutoCADplanbyusing above data taking out 1 set of black and white printout on 50 micron polyster film sheet A2 size and 2 sets of coloured printout on A2 sizesubmitting soft copy all data on CD. Plain Terrain Existing Alignment. 54 Excavation for roadway in earth, soil ofallsorts,sand,gravelorsoft murumincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materials with all lifts , all lead. and spreading for embankment or stacking as directed. 55 Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading or stacking as directed. 56 Excavation for roadway in hard rock bywedgingandchisellingorline drillingincludingdressingsectionto the required grade, camber and side slopesandconveyingtheexcavated materialswithalllifts,alllead.and spreading for embankment or stacking as directed. 57 Providing earth work in embankment with approved materials obtained from other sources all lead. including all lifts, laying in layers of 20cm. to 30cm.thicknessbreakingclods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) 58 Excavationforfoundationinearth, soils of all types, sand,gravel and soft murum,includingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingand spreadingasdirected,dewatering, preparing the bed for the foundationandnecessaryback filling,ramming,wateringincluding shoringandstruttingetc.complete. (All Lifts) By Mechanical Means 59 Excavation for foundation in Soft rock and old cement or lime masonry foundationsincludingremovingthe excavatedmaterialallleadbeyond thebuildingareaandstackingas directed,includingdewatering, preparing the bed for the foundation andnecessarybackfillingwith available earth /murum, ramming, wateringincludingshoringand strutting etc. complete (All Lifts) By Mechanical Means 60 ExcavationforfoundationinHard rock by chiselling, wedging, line drilling,etc.includingtrimmingand levelling the bed, removing the excavatedmaterialallleadbeyond the building area stacking as directed,dewateringandback fillingwithavailableearth/murum watering, ramming etc. complete. (All Lifts). By Mechanical Means 61 Providingandlayingcement concretepipeofIS458:2003NP-3 classof600mmdiameterinproper line, level and slope etc. complete. 62 Providingandlayingcement concretepipeofIS458:2003NP-3 classof900mmdiameterinproper line, level and slope etc. complete. 63 Providing & laying in situ cement concrete of M 10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work compacting and curing etc. complete. with reversible Drum Type mixer without SCADA. With crushed sand . 64 Providingandlayinginsitu/Ready Mix cement concrete M-20 of trap / granite /quartzite/ gneiss metal for R.C.C.workinfoundationslike raft, strip foundations, grillage and footingsofR.C.C.columnsand steel stanchions etc. including bailingoutwater,Steelcentering formwork,laying/pumpingcover blocks,compactionandcuring roughening the surface if special finishistobeprovided(Excluding reinforcementandstructuralsteel) etc.complete,withfullyautomatic microprocessorbasedPLCwithout SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 65 ProvidingandlayingCastin situ/Ready Mix cement concrete M-30oftrap/granite/quartzite/ gneissmetalforR.C.C.workin foundationslikeraft,strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blockslaying/pumping,compaction finishing the formed surfaces with cementmortar1:3ofsufficient minimum thickness to give a smooth andevensurfaceorrougheningif specialfinishistobeprovidedand curingetc.complete.(Excluding reinforcementandstructuralsteel). with fully automatic micro processor based PLC without SCADA enabled reversibleDrumTypemixer/ concrete Batch mix plant (Pan mixer) etc.complete.Withfineaggregate (Crushed sand VSI Grade) 66 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500steelbarsforreinforcementfor all RCC works as per detailed drawings etc. complete. 67 Providingdryrubblestonepitching 23 cm (about 9 ) thick including all material,quarryspalls,labouretc. complete. 68 Conveyingmaterialsobtainedfrom road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% ofstandardProctordensityforall lead, inclusive from the site of excavation to the site of deposition as directed. 69 Construction of granular sub-base by providingclosegradedMaterial, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialto work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material 70 Wet Mix Macadam -- Providing, laying, spreading and compacting gradedstoneaggregatetowetmix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage ofmixedMaterialbytippertosite, laying in uniform layers with paver in sub-base/basecourseonwell prepared surface and compacting withvibratoryrollertoachievethe desired density. Laying By Grader/Paver. 71 Primecoat-Providingandapplying primer coat with bitumen emulsion on preparedsurfaceofgranularBase includingcleaningofroadsurface andspraying,primerattherateof 0.60 kg/sqm using mechanical means. 72 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadamusingcrushedaggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for76-100mmcompacted thickness .USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) 73 Providingandapplyingtackcoaton the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface2.5kg/10sqm.(VG-30bulk bitumen rates are considered to arrive at rates) 74 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler,transportedatsitewithVTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compactedthicknesswithdrummix plantwithoutSCADA,Sensorpaver and Vibratory roller excluding prime/Tack coat etc. complete--Bitumen of specified grade with stone dust filler. (VG-30 bulk bitumen rates are considered to arrive at rates) 75 Milling of existing bituminous surface to specified depth of bituminous layer including disposal of removed materialwithallliftandleadupto 1000 m etc complete. Using machine like Writgen (W100) or equivalent 76 Stabilization of Soil or Sub-Base/Base Course or Existing PavementCrustuptotherequired depth by In-Situ Stabilization method using Cement / Cementitious additives / Chemical additives / Combination: - Providing and pre-spreadingofBinder(Cement/ Cementitious additives / Chemical additives/combination)atrateof requiredquantity(%byweight)as per job mix design in accordance with IRC37-2018usingatruck-mounted automatedbinderspreaderwith micro-processorcontrolledweighing andspreadingsystem.Thebinder spreader shall have variable working widthupto2.4mtoefficiently manage the width of the whole pavement. The in-situ stabilization process shall be carriedoutusinga self-propelled wheeled Stabilizer / Reclaimerwithaminimumworking widthof2mor2.4mandminimum engine horsepower of 305 kW having in-builtautomatedwater-spraying and depth control systems with variable working depth of up to 500 mm. The entire in-situ process shall be carried out in a single pass includingpulverizingof soil/aggregates/combination or millingofexistingasphaltpavement and simultaneous mixing with pre-spreadbinder(cement/additive) and water to the desired depth. The resultant stabilized mix shall be compacted using a vibratory padfoot compactor of 14-20 tonne weight as per design depth and then graded to therequiredprofile,leveland thickness using a motor grader. The gradedsurfaceshallbethen compacted using a smooth vibratory rollertoachievethedesiredproctor density as per IRC 37-2018 and complete in all respects including curingwithwaterasrequired including all materials, labor, machinery, etc. Necessary graded stoneaggregatesshallbeaddedby pre-spreading with cement to achieve desiredgradationandprofileofthe road.Theminimumunconfined compresssivestrength(UCS)of stabilized sub-base should be 4.5 / 7 MPa after 7 / 28 days curing as per IRC 37-2018 .Also, durability aspects (wet-dry cycles) of stabilized sub baseshouldbesatisfiedasperIRC 37-2018.Thegradationmixesand materials should be as per IRC 37-2018. 77 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finelywashedcrushedsand) conformingtoIS:383,thesizeof coarseaggregatenotexceeding25 mm, , 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/ Weighbatchmixer,transportedto site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. withfullyautomaticmicroprocessor basedPLCwithoutSCADAenabled reversible Drum Type mixer/ concrete Batchmixplant(Panmixer)etc. complete. 78 Providing and laying in-situ M40 Grade unreinforced plain cement concretepavementwithmax20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with43gradecement,coarseand fineaggregate(naturalsand/VSI gradefinelywashedcrushedsand) conforming to IS 383, using fine and coarseaggregatescombined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixerandWeighbatcherasper approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curingcompound/byproviding cementvataincementMortar1:8 @0.6mX 0.6mcentretocentre, admeasuring80mmatbottomand 40 mm at top with depth of 75mm and maintaining the same throughout curingperiodbyanyothermethod approved by Engineer-in-charge. 79 Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concretepavementincludingall materials and labour complete. 80 ProvidingandfixinginpositionTMT FE 500, 32 mm dia dowel bars precoatedwithanticorrosiveepoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincludinghandling, straightening, necessary cutting supported by TMT FE 500, chairs with properalignmentbyusingproperly designedassemblyofBulkheads lubricatinghalflengthwith bituminouspaint,HDPEsleevepipe etc as directed etc. complete. 81 ProvidingandfixinginpositionTMT FE 500, tie bars precoated with anticorrosiveepoxypaintof12mm dia.70cms.longandat30.00cm. C/C and wherever directed including handling, straightening wrapping with paperofapprovedqualityforhalf length,necessarycutting,handling, straightening,supportedby assembly of TMT FE 500, chairs with proper alignment etc. complete. 82 Cuttingtransversecontractionjoints 3 to 4 mm wide and depth 60mm. .in concreteslabusingconcretecutting machinewithdiamondstuddedsaw within48hoursofcastingofbay/ slabetc.completeincluding subsequent widening of the groove 8 to 10 mm. wide at top having depth of15mm.asdirectedbyEngineer incharge. 83 Providing to contraction joints polysuphidesealent(Pouringgrade) confirming to BS : 5212 - 1989 into sawedgroovewidenedattopfor sealent reservoir of specified size and shapeasperdetaileddrawing including fixing Polyethylene foam backer rod of required diameter (appraox. 25% larger than the initial 3 mOne Metric Tonneo 4 mm. joint) overlaidwithbondbreakingtapeas perdetaileddrawing.Itemincludes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A)Contractionandlongitudinal joints (15 mm. deep x 8 mm.wide) 84 Providingandfixingfactorymade Hydraulically pressed Mechanically vibrated and compacted precast inter lockingcementconcretepaving blocks 100MM thick in M-50 grade of approvedsizeandshapeforCity streets and roads with high volume/ heavy traffice as specified and as per IS15658:2006includingcostofall materials,manufacturing,curing, transportation of blocks to work site includingloading,unloadingand stackingasdirected,layingpaving blocks in position over prepared bed of natural sand / crushed sand of 50 mm thickness including necessary excavationinallstratas,spreading blindgeoffinesandoverthe preparedbed,compactingblocksby plate vibratoretc. complete. 85 Supplying and Fixing of Molded ShankRaisedPavementMarkers/ Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capableofprovidingtotalinternal reflectionofthelightenteringthe lens face and shall support a load of 16000kgtestedinaccordanceto ASTM D 4280 Type H and complying toSpecificationsofCategoryAof MORTH Circular No RW/NH/33023/10-97DOIIIDt11.06.1997.Theheight,widthand length shall not exceed 50 mm, 100 mmand102+/-2mmandwith minimum reflective area of 13 Sqcm oneachsideandtheslopetothe base shall be 35 +/- 5 degree. The strengthofdetachmentofthe integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm andheightnotlessthan30+/-2 mm) from the body is to be a minimum value of 500 Kg. Fixing will bebydrillingholesontheroadfor the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturers recommendation and complete as directed by the engineer.The contractorshallsubmitatwoyear warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 86 MetalBeamCrashBarrier--Type- B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beamcrashbarriercomprisingof3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level,fixedonISMCserieschannel verticalpost,150x75x5mm spaced2mcentretocentre,2m high with 1.15 m below ground level, allsteelpartsandfitmentstobe galvanisedbyhotdipprocess,all fittingstoconformtoIS:1367and IS:1364, metal beam rail to be fixed on the vertical post with a space of channelsection150x75x5mm, 546 mm long complete as per clause 810) 87 Providing ISI standard R.C.C. NP 3 class pipes 450 mm dia in standard lengths of following class and diameter suitable for eithercollarjointsorrubberring joints,excludingGSTlev-iedby GOI&GOMinallrespect includinginspec-tioncharges, transporttodepartmentalstores, unloading and stacking etc. complete as per IS-458/1988. Note :One collar shouldbesuppliedwitheachfull length plain ended RCC pipe, cost including in rates below. One rubber ring should be supplied witheachfulllengthofsocketed pipe, cost included in rates below. Note:Only85%rateis payable till satisfactory hydraulic testing is given. 88 Lowering, laying and jointing in propergradeand alignment R.C.C. pipeswithcollar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints(excludingcostofrubber ring or R.C.C. collar,) including costof conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin-charge (For all class of pipes. ) as per IS- 783-1985. 89 Providingandconstructing75mm. thickModifiedPenetrationMacadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting)heatingandsprayingthe bitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compactingwiththreewheelstatic rollerhavingweight8to10MT.to achivethedesireddegreeof compactionasperTechnical Specification Clause 506 etc. complete.Includingpickingof existingWBMsurface.(VG-30bulk bitumen rates are considered to arrive at rates) 90 Providing and Laying hot applied thermoplasticroadmarkingstripon BituminousSurfaceofspecified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizingglassbeads@ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivityRLshallbe>250 mcd/sqm/luxmeasuredintheinitial 7 days and sustained reflectivity RL of 100mcd/sqm/luxandQdof100 mcd/sqm/ lux measured at the end of 2yearsbymeansofaStandard ReflectometerofZehntner,Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause15.5.Thefinishedsurfaceto be level, uniform, and free from streaksandholescompleteas per directionofEngineer-in-charge andinaccordancewithapplicable specifications.(Refer MORTH Clause 803 for technical Specification andPerformance for IRC 35:2015). 91 Providingandfixing Cautionary/Warning sign boards in Octagone size of 750 mm made out of 4 mm aluminum sheet bonded with white retro reflective sheeting of ClassB(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported withbacksupportframe25mmx 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6mm,3.45mlong,dulypainted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete.ClassB(TypeIVHigh intensitymicro-prismaticgrade sheeting-HIP) shall have 7 years writtenwarrantyfromthe manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 92 Providingandfixingofretro- reflectorisedinformatorysignboard rectangular/Squareinshapehaving area less than 0.9 sq.km made out of 4mmaluminumsheetbondedwith white retro reflective sheeting of ClassIV(TypeIVHighintensity micro-prismaticgradesheeting-HIP) havingpressuresensitive/heat activated adhesive retoreflective specifiedbackground,borderand backsideretoreflctivesymbols, letters, numerals, arrow as per IRC:67-2012TableNo8.3, supportedwithbacksupportframe 25mm x 25mm x 3mm, duly painted on back side with two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75 mm x 75 mm x 6 mm, 3.5 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground levelasperapproveddrawingThe angle iron post shall be duly painted withonecoatofepoxyprimerand two coats of epoxy finish paints having alternate black and white bandsof25cmwidthincludingGI fixuresandtransportation etc.complete.Thenutboltsofboard withangleironpost/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV Highintensitymicro-prismaticgrade sheeting-HIP) sheeting shall have 7 years written warranty from the manufacturerandauthorised distributor/convertorissuedforfield performance including the screen printedareasandcut-outsheeting andcut-outdurabletransparent overlayfilmandthiswarranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 93 Name Of Sub Estimate :Upgrading existing footpath, storm water chambers and providing and fixing road divider as per requirement. 94 Supply of JCB on hire basis for Excavation for existing footpath ,curb stone , strom water chamber , paver block etc. including dressing section to the required grade, and conveying the excavated materials with all lifts upto a lead of 1000m.and spreading for embankment or stacking as directed. 95 SupplyofLabourreqd.Forremovel of existing damaged curb and loading unloading in tractor and other work 96 Supply of Tractor with trolley on hire basis for shifiting damaged curb stone and other raw material at lowlying area. 97 SupplyofAirCompressoronhire basiswithpneumaticchisel attachment for cutting hard clay 400 CFM 98 ProvidingandlayingCastin situ/Ready Mix cement concrete in M-10oftrap/granite/quartzite/ gneissmetalforfoundationand beddingincludingbailingout water, Steel centering, formwork,laying/pumping,compacting, roughening them if special finish is to beprovided,finishingifrequired andcuringcomplete,withfully automatic micro processor based PLCwithoutSCADAenabled reversible Drum Type mixer/concrete Batchmixplant(Panmixer)etc.complete.Withfineaggregate (Crushed sand VSI Grade) 99 ProvidingandfixingR.C.C.precast cementconcreteM-15pedestalOF SIZE 0.75 X 0.75 X 0.20 m including costofsteelreinforcementforKm. stoneasperdetaileddrawingand specificationincludingtransportation of pedestal Block, all lifts etc. complete. 100 Providingandlayingweepholesof100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. 101 Providing and laying Cast in situ/Ready Mix cement concrete inM15oftrap/granite/quartzite/gneissmetalfor foundation and bedding / steps including steel centering, formwork, laying/pumping,compacting, rougheningthemifspecialfinishis to be provided, finishing uneven and honeycombed surface and curing etc.complete.TheCementMortar 1:3 plaster is considered for renderingunevenandhoneycombed surface,only.Newlylaidconcrete shallbecoveredbygunnybag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),with fully automatic micro processor based PLC without SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Panmixer)etc.complete.Withfineaggregate(CrushedsandVSIGrade) 102 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns,canopies,staircase, newels,chajjas,lintelspardis, copings,fins,archesetc.asper detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires ortackweldingandsupportingas required complete. 103 Providing earth work in embankment with approved materials obtained fromothersourcesuptoalllead. includingalllifts,layinginlayersof 20cm.to30cm.thicknessbreaking clods, dressing to the required lines, curves,grades§ion,watering andcompactionwithvibratoryroller with V-Sat attachment to achieve not lessthan97%ofstandardproctor density etc. complete ( Material obtained from Other sources) 104 Wateringandcompactingof embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. 105 Construction of granular sub-base by providingclosegradedMaterial, mixing in a mechanical mix plant at OMC,carriageofmixedMaterialto work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401-- Plant Mix Method and Grading - I Material 106 ProvidingandLayingfactorymade colouredchamferededgeCement concrete grass paver blocks of required strength,thickness & size/shape,madebytablevibratory methodusingPUmould,laidin required colour & pattern over 50mm thick compacted bed of finefineaggregate(natural sand/crushedsandVSIgradefinely washed etc.), compacting and proper embedding/laying of inter locking paver blocks into the fine aggregate (natural sand/crushed sand VSI grade finely washed etc.) bedding layer through vibratory compaction by using plate vibrator,fillingthejoints with fine aggregate (natural sand/crushedsandVSIgrade finely washed etc.) and cutting of paver blocks as per required sizeand pattern, finishing and sweepingextra fine aggregate (natural sand/crushedsandVSIgradefinely washedetc.)andcompleteasper manufacturerspsecifications& direction of Engineer-in-Charge. 60mm thick CC paver block of M-35 grade concrete with approved colour and design & pattern. 107 Providing and applying priming coatonconcrete/masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparingthesurfacebythoroughly cleaningoil,grease,dirtandother foreign matter and sand papering as required etc. complete. 108 Providingandapplyingtwocoatsof flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary,cleaningandpreparing thesurface(excludingprimercoat) etc. complete. 109 Excavation for roadway in hard murum and boulder including dressing section to the required grade,camberandsideslopesand conveyingtheexcavatedmaterials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. 110 Providingandlayingcement concretepipeofIS458:2003NP-3 classof600mmdiameterinproper line, level and slope etc. complete. 111 Name Of Sub Estimate : Testing Charges for Sub-Estimate-1 112 BASICTESTOFCEMENT:Standard Consistancy,Fineness,Specific Gravity, Setting Time ( Initial & Final),CompressiveStrength, Soundness. 113 BASICTESTOFAGGREGATE:Water Absorption, Specific Gravity,Impact Value, Crushing Value. 114 BASICTESTOFAGGREGATE:Sieve Analysis. 115 BASIC TEST OF AGGREGATE: Flakiness Index & Elongation Index. 116 MIX DESIGN: GSB Mix Design./Cement Treated Sub Base ( CTSB) 117 MIX DESIGN: Wet Mix Macadam Mix Design. 118 FINE AGGREGATE: Fineness Modulus ( Sieve Analysis ),Silt & Clay Content 119 CONCRETE: Compressive Strength OF C.C. Cube (Set of 3 cubes). 120 CONCRETE: Concrete Mix Design (With all Tests onbasic materials) 121 CONCRETE PAVING BLOCKS: Compressive Strength , Water Absorption,(Set of 8 Blocks) 122 SOIL / MURUM: Liquid limit & plastic Limit. 123 SOIL / MURUM: Compaction Test (Proctor Density ). 124 BITUMEN:Penetration,Softening Point,Flash&FirePoint,Specific Gravity 125 BITUMEN: Viscosity. 126 BITUMEN: Ducility / Elastic Recovery 127 BITUMEN: Extraction Test. (Bituminous mix) 128 STEELBARTESTING:Upto16mm(Set of 3 Bars) 129 STEEL BAR TESTING: Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter,Bend/RebendTest,Proof Stress.) 130 STONE/ RUBBLE: Crushing Value/CompressiveStrength,Water Absorption & Specific Gravity, 131 BITUMEN:JobMixDesignwithall Tests on aggregate (Excluding bitumen)forDBM/SDBC/AC/SMA (Stone Mastic Ashphalt) (TestingofBitumenshallbe seperately Charged) 132 Name Of Sub Estimate : Royalty Charges for Sub-Estimate-1 133 Royalty Charges 134 Name Of Sub Estimate : Testing Charges for Sub-Estimate-2 & 3 135 BASICTESTOFCEMENT:StandardConsistancy,Fineness,Specific Gravity, Setting Time ( Initial & Final),CompressiveStrength, Soundness. 136 BASICTESTOFAGGREGATE:WaterAbsorption, Specific Gravity,Impact Value, Crushing Value. 137 BASICTESTOFAGGREGATE:SieveAnalysis. 138 BASIC TEST OF AGGREGATE:Flakiness Index & Elongation Index. 139 MIX DESIGN: GSB MixDesign./Cement Treated Sub Base ( CTSB) 140 MIX DESIGN: Wet Mix Macadam Mix Design. 141 FINE AGGREGATE: Fineness Modulus ( Sieve Analysis ),Silt & Clay Content 142 CONCRETE: Compressive Strength OF C.C. Cube (Set of 3 cubes). 143 CONCRETE: Concrete Mix Design (With all Tests onbasic materials) 144 CONCRETE PAVING BLOCKS:Compressive Strength , Water Absorption,(Set of 8 Blocks) 145 STONE/ RUBBLE: Crushing Value/CompressiveStrength,Water Absorption & Specific Gravity, 146 SOIL / MURUM: Liquid limit & plastic Limit. 147 SOIL / MURUM: Compaction Test (Proctor Density ). 148 BITUMEN:Penetration,Softening Point,Flash&FirePoint,Specific Gravity 149 BITUMEN: Viscosity. 150 BITUMEN: Ducility / Elastic Recovery 151 BITUMEN: Extraction Test. (Bituminous mix) 152 BITUMEN:JobMixDesignwithall Tests on aggregate (Excluding bitumen)forDBM/SDBC/AC/SMA (Stone Mastic Ashphalt)(TestingofBitumenshallbe seperately Charged) 153 STEELBARTESTING:Upto16mm(Set of 3 Bars) 154 STEEL BAR TESTING: Above 16 mm(Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter,Bend/RebendTest,Proof Stress.) 155 Name Of Sub Estimate : Royalty Charges for Sub-Estimate-2 & 3 156 Royalty Charges
