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| 1 | Dismantlingreinforcedcementconcreteorreinforcedbrick work, Including stackingofdismantledmaterialsasdirectedby theEngineerinChargewithina distance of 60 metres (200 ft.) SI NO. 694 PWD SOR 2022-23 |
| 2 | Dismantling cement concrete or brick or granolithic floors, including base concrete andIncludingstackingofdismantledmaterialsasdirectedbytheEngineer-in- charge win in a distance of 60 metres (200 Ft. ) SI NO. 697 PWD SOR 2022-23 |
| 3 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of the Engineer-in-charge.SI NO. 15.59 CPWD DAR 2023 |
| 4 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, and unloading to approvedmunicipaldumpinggroundorasapprovedbytheEngineer-in-charge, beyond 50 m initial lead, for all leads including all lifts(up to 2km) PWD CH-03 (CARTAGE) 231(A-2)2022-23 |
| 5 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in- charge. (Old CC paver blocks shall be supplied by the department free of cost). Analysis Rate |
| 6 | Earthwork in excavation for structures as per drawing and technical specifications clause305.1includingsettingconstructionofshoringandbracing,removalof stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. SI NO. 251 PWD SOR 2022-23 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the costofcenteringandshutteringAllworkuptoplinthlevel1:4:8(1Cement:4 coarse sand (zone-III): 8 graded stone aggregate 40 mm (nominal size) SI NO. 275 PWD SOR 2022-23 |
| 8 | Supply and layingof 80 mm thick Rubber moulded Zig Zag shaped mechanically compressedinterlockingcementconcretepaversblock manufacturedbyhigh pressure and controled vibraton machine having plan dimention dimension 200x(160+120mm)withminiumum5mmthicktoppingofO.P.cementmixed with 25% marble powder. The compressive strength of concrete paver block shall notbelessthan30MPa,4.50kg/No.inbed4cm.thicksandincludingall material, labour, T&P etc. required for proper completion of work and also d Rate) (75% Grey and 25% Red interlocking tiles use) ANALYSIS RATE |
| 9 | Providingandlayingcementconcreteinretainingwalls,returnwalls,walls (anythickness)includingattachedpilasters,columns,piers,abutments,pillars, posts,struts,buttresses,stringorlacingcourses,parapets,coping,bedblocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excludingthecostofcentering,shutteringandfinishing:1:1.5:3(1cement:1½ coarse sand (zone-III): 3 graded stone aggregate 20 mm (nominal size).SI NO. 275 PWD SOR 2022-23 |
| 10 | Centeringandshutteringincludingstrutting,proppingetc.andremovalofform workfor:Retainingwalls,returnwalls,walls(any thickness)including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. SOR CH- 08 LKO SOR 2020-21 Item No. 4.3.2 |
| 11 | MildsteelorIroninplainworksuchasreinforcedconcreteorreinforcedbrick work (when not included in over all rates) brought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage & over lapping & hooks. SI NO. 504 PWD SOR 2022-23 |
| 12 | FirstClassbrickworkin1:4cementandCoarsesandmortarinfoundationand plinthincluding supply ofall materials, labour andT&P etc. requiredfor proper completion of the work. SI NO. 305(B)PWD SOR 2022-23 |
| 13 | 12 mm. thick plaster with cement mortar in proportion of 1:3 cement & Approved Coarse Sand. SI NO. 583 PWD SOR 2022-23 |
| 14 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 [email protected]/10 sqm). 13.47.1PWD SOR 2022-23 |
| 15 | Providing and applying white cement based putty of average thickness 1mm,of approvedbrandandmanufacturer,overtheplasteredwallsurface toprepare the surface even and smooth complete. 13.80 PWD SOR 2022-23 |
| 16 | Cast-in-SituCementConcreteM25KerbConstructionofcementconcretekerb with top and bottom width 115 and 165 mm respectively, 300 mm high in M 25 grade PCConM-10grade foundation750mmthick,foundationhaving50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually,including excavation of earthPCC in 1:4:8 all complete as per Clause 408.(Analyses attached) |
| 17 | Construction of granular sub-base by providing close graded material, spreading in uniformlayerswithmotorgraderonpreparedsurface,mixingbymixinplace methodwithfrontendloaderatOMC,andcompactingwithvibratoryrollerto achieve the desired density, complete as per clause 401 Analysis Rate |
| 18 | Provinding & laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 19 | Providing and applying prime coat with SS-2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.75 kg/sqm using mechanical means. Analysis Rate |
| 20 | ProvidingandapplyingtackcoatwithbitumenSS-1usingbitumenpressure distributorattherateof0.25kgpersqmonthepreparedbituminoussurface cleaned with mechanical broom. Analysis Rate |
| 21 | Providingandlayingdensegradedbituminousmacadamwithhighercapacity HMPusingcrushedaggregatesofspecifiedgrading,premixedwithbituminous binder @ 3.40 per centby weight of total mix and filler, transporting the hot mix towork site, laying witha hydrostatic paverfinisher tothe requiredgrade, level andalignment,rollingwithsmoothwheeled,vibratoryandtandemrollersto achievethedesiredcompactionasperMoRTHspecificationclauseNo.505 complete in all respects. Analysis Rate |
| 22 | Providingandlayingbituminousconcretewith highercapacityhotmixplant using crushed aggregates of specified grading, premixed with bituminous binder @ 5 per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects Analysis Rate |
| 23 | Providingandlayingofhotappliedthermoplasticcompound2.5mmthick including reflectorising glass beads @ 250 gms per som area, thickness of 2.5 mm isexclusiveofsurfaceappliedglassbeadsasperIRC35-2015Thefinished surface to be level, uniform and free from streaks and holes. MoRTH 803 (8.13) |
| 24 | RoadMarkingwithHotAppliedThermoplasticCompoundwithReflectorising GlassBeadsonBituminousSurface.(Repeated/Tranversbar).Providingand laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 500 gms per sqm area, thickness of 5 mim is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. MoRTH 803 (8.13) BASE |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67 upto date made of high intensity grade sheeting type-IV vide clause801.3,fixedoveraluminiumsheeting1.5mmthicksupportedonamild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with PCC M-25 grade cement concrete 45 cm x 45cm x 60cm,60cm belowgroundlevelasperapproved drawing.The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client,ifsodesires,couldseekforaperformanceguaranteewhich would be released after receipt of certificate meeting the requirement of three years outdoorweatheringofthesheetingasperIRC67uptodate.Legends,letters, numeralsandbordersetcshouldbeasperMoRTHspecificationNo-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender. MoRTH 801 (8.4)60 cm circular with definition plate (20cm X 60cm) |
| 26 | Same as item No 25 as above but 60 cm equilateral triangle with definition plate (20cm X 60cm) |
| 27 | Same as item No 25 as above but 90 cm high octogen |
| 28 | Same as item No 25 as above but 30X90 cm (Left/Right) Object Hazard |
| 29 | Same as item No 25 as above but 60 mm x 45 mm rectangular with diffinitation plate (20cm X 60cm). |
| 30 | Aluminum-backedflexibleprismaticsheetingshallbemadeofyellowcolored flexible prismatic sheeting with non-metallic prismatic lens formed in a transparent,syntheticresinasretroreflectiveelements.Thisflexibleprismatic sheetingshallhaveblackandyellowstripeswithaluminumbackedflexible prismaticTypeVIsheetingconformingtoASTM:D4956.specificationsand standardsofcoefficientofretroreflectivity,flexibilityandimpactresistance applicableforreboundabledevices.Thisflexibleprismaticsheetingshallhave screen printed arrow/slant line pattern in black colour in a continuous roll format. Widthofobjectmarkershallbe300mm. Therateshallincludeallmaterials, labour,T&P,transportation, installationandincidentalsallcompleteasper direction of the Engineer-in-Charge. as per SOR Ch-26 SI No.-24 |
| 31 | FlexibleMedianMarker(FMM)shouldbeusedforimprovingmedianvisibility duringdarkhours.,UseofMedianMarkerprovidessafetyagainstcollision happeningwithmediansduringnighttime,orsevereweather.FlexibleMedian Markers shall be provided with fluorescent yellow colour retro-reflective sheeting Type XI as per IRC:67 upto date. Flexible Median Marker shall be of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility toprovidehighdurability \"andUshapestructurehavingrebound/bounceback property. the sheeting shall be of Type XI conforming to IRC:67 upto date and it shouldbeonboth.thefaceswhereby providingmaximumreflectivityatlonger distances with adequate durability. The logo of the manufacturer shall be embossed on either side of the body during the injection molding process. FMM shallbefixedbyacombinationofepoxyadhesiveandgrouting/drillingon concretemediansorproperlyconstructedsolidmedians.Height:Themarker height shall be a minimum of 180 mm. width 120 mm & Body Thickness: 6.5 mm. the shanks shall not be less than 20 mm and depth shall not be less than 30 rnm Reflective Area: Shall not be less than 90cm square . Proofof the same Report shall be uploaded which quoting tender. The body of FMM shall bounce back to its original position of after 750 number of hits using pendulum of 1.8 kg conforming 40 ASTM D256 adhesion between the body and outer casing body of FMM shall withstand50kgf TensileloadsconformingtoASTMD638method.Therate shall include all materials, labour, T&P, transportation,installation and incidentals all complete as per direction of the Engineer-in-Charge. As per SOR ch-26 SI no.-6 |
| 32 | Reflective Raised Pavement Markers (Cat Eye/ Road Stud)Supply and fixing of raised pavement marker with Made of Plastic body of RPM/ RoadStudshallbemouldedfromASA(AcrylicStyreneAcrylonitrite)orHIPS (High-Impact Polystyrene) or Acrylonitrile Butadien Styrene (ABS) or Any other suitablematerialapprovedby theEngineer.TheMarkershallsupportaloadof 13,635kgtestedinaccordancewithASTMD4280.TheReflectivepanelsshall consist ofnumber oflenses contatning single or dual prismatic cubes capable of providing total internal reflection of the light entring the lens face. Lenses shall be mouldedofmethylmethecrylateconformingtoASTMD788orequivalent.The slopor retro-reflecting surface shallpreferably be35+/-5 degree tobaseandthe areaofeachretro-reflectingsurfaceshallnotbelessthan13.00sq.cm.marker height shall not be less than 10 mm and shall not exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flat within 1.3 mm all road studs shall be legibly marked with the name , trade or other means of identificationof themanufacture.epoxyinstallations,excessadhesivearoundtheedgeofthe marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately removed. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of thereflectingpanel,totheEngineer.Inaddition,atwoyearwarrantyfor satisfactory infield performance of the finished road marker shall also be given by the contractor who carries out the work of fixing of reflective road markers. In case themarkersaredisplaced,damaged,getwornoutorlosetheirreflectivity compared to stipulated standards , the contractor would be required to replace all such markers within 15 days of the intimation from the Engineer , at his own cost. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.As per SOR ch- 26 SI no.-5 RPM with Shank |
| 33 | SupplyingofSolarRaisedPavementMarkersmadepolycarbonatemoldedbody with circular shape , solar powered , LED selfillumination in active mode , 360 degreeilluminationandreflectivepanelswithmicroprismaticlenscapableof providingtotalinternalreflectionofthelightenteringthelensfaceinpassive mode . The marker shall support a load of 13635 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color oflightingcouldbeprovided inred oryellow (amber )as perrequirement and typical frequency of blinking is 1 Hz . There should be current losses of less than 20 macroamperes at 2.4 V In sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours . The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm.Also,thesurfacediameterofthemarkershallnotbelessthan100mm respectively . The weight of the marker shall not exceed 0.5 kilograms . Fixing will bebydrillingholesontheroadfortheshankstogoinside,withoutnailsand using epoxy resin based adhesive and complete as directed by the engineer. as per SOR Ch-26 SI No.-16 |
| 34 | Supply, fixing & erection of built up Cantilever Structure 2.40 m span comprising of one vertical posts of 7.30 M height made up of 200 mm NB medium class MS pipe and 4.85mm thick as vertical member welded with 10 mm MS plate at top & 10 mm MS plate at bottom fixing to vertical post as per structure design & drawing withoneofsteelprimerandtwocoatsofsynthetic enamelplantandTheRetro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client,ifsodesires,couldseekforaperformanceguaranteewhich would be released after receipt of certificate meeting the requirement of three years outdoorweatheringofthesheeting asperIRC67uptodate .Legends ,letters , numerals and borders etc should be as per MoRTH specification No-801.3.7 . The workincludesconstructionofRCC Foundationofsize0.60x0.60x1.20mof required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3:6 cement coarse sand and 40 mm gauge stoneballast RCC M25 includingsupplyand fixing of25 mmdia Foundation Bolts 600 mm long as per provision of structure design including cost ofreinforcement&shuttering.Thelateralverticalclearancesandcomplete. Installation work shall be as per relevant clauses of MoRT&H specification section 800 and IRC 67 upto date complete in all respect The Rates shall include cost of designfabrication,supply,transportation,LocalshiftingErectionofSignagestructure using crane, inclusive of all T&P machine, material and labour required |
| 35 | Tubular Markers (Spring post or Spring Bollard)S/FofplasticTubularbollardshaving450mmto700mmHeight,shallbe attached to the pavemet to display the minimum 50 mm width of reflective bands totheapproachingroadusersincludinglabour,material,T&Petc.forpropar completion of the work. 700 mm HeightIRC: SP-15 2014 |
| 36 | Bollard (Single Side) Supply & fixing of Bollard made(Single Side) out of 2mm thick aluminium sheet face to be covered with high intensity prismatic grade type IV sheeting, Legends, letters, numerals and borders etc should be as per MoRTH specificationNo-801.3.7.Weldedpolyshapedtomakeitmonolithicpillarsize 1200 mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation madeoutof35*35*5mmangleironandfromsideisfullycover.(sizeof foundation 0.45 * 0.45 * 0.6m ) IRC:67-2012 |
| 37 | SupplyandfixingofM.S.ironrailing1.2mtrhighofapproveddesignhaving vertical M.S. iron pipe, 14 Gauge of outer dia 41mm molded at rop at the inner dia 200mm connected together with M.S. pipe, 14 gauge of outer dia 25mm at three palces 40mm long and at the clear distance from bottom 125mm filled also with 25mm outer dia pipe continuously total height of railing legs 970mm except outer legswhichembeddedminimum125mminthebasewith1:2:4C.C.ofsize 230x230x230 mm hole in base . The railing have also two plates of size 230x230 mm squire and circular 14 gauge plane sheet, squire plate weld double on legs and circular plate in between semi circular head as per attaced drawing including cost of all material, labour and T&P etc. required for proper completion of work, and as per direction of E/I. Analysis Rate |
| 38 | ProvidingCircularCementConcretepotsofspecifiedsize,castwith cementconcreteofnominalmix1:2:4(1cement:2coarsesand:4 graded stoneaggregate6 mm nominal size),reinforcedwith7 Nos(3 nos horizontal & 4 nos vertical “ U “ shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge.2.29.1 Topinsidedia35cm,outer bottom dia25 cm,total height35cmwith wall thickness of 25.4 mm |
| 39 | Fillingofthefollowingsizeemptypotswithmixtureofgoodearth& manureintheratioof2:1(TwopartofGoodearth&oneportof manure)andplacingthemonappropriteplacei/ccarriageofearth, manure and pots up to 50 mtr, as per direction of officer incharge. (The costofgoodearth,earthenpots&manurewillbepaidseperately.) 2.31.7SizeofEmptyPots35cmTopdia,25cmBottomDia&35cm Perpendicular height |
| 40 | Filling of the Polythene bags by mixture of good earth and manuare in theratioof2:1(2patrtofgoodearthand1partofthemanure)and placing the same of appropriate place (the good earth & manure Polythene bags will be provided by the department) all complete as per direction of the Officerin-charge. 2.32.5 Polythene bags size 25 cm dia x |
| 41 | ProvidingandDisplayingAcalyphaDifferentcolourwelldeveloped, fresh & healthy with good foliage, multi branch 30 to 45 cm ht. in 20 cm size of Earthen Pot/ Plastic Pot bushy as per direction of the officer-in-charge. |
| 42 | ProvidingandDisplayingCyprusgoldenwellshapeddevelopedwith good colored foliage fresh & healthy 60to 75 cm htin 30cm Earthen Pot as per direction of the officer-in-charge. 5.17 DSR 2020 |
| 43 | Providing and Displaying Ficus reginold well developed fresh & healthy foliage 60 to 75 cm spread 105 to 120 cm ht., Bushy in 35 cm Cement Pot as per direction of the officer-in-charge. |
| 44 | Providing and fixing Chairs |
