Tender For Cc Rigid Pavement Work- 1 Excavation for roadway in earth,soil of all sorts,sand, gravel or soft murum including dressing section to there quired grade,camber and sidesl opes and conveying the excavated materials with all lifts up toa leadof 50m.andspreadingforembankment or stacking as directed. 2 Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all liftsupto a lead of 50m.and spreading for embankment or stacking as directed. 3 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up toa distance of 50 m. beyond the building area and stacking and spreadingas directed,dewatering,preparing the bedfor the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)By Mechanical Means 4 Providing and laying in situ/ready mix/ready mix M10 cement concrete of trap/granite/quartzite/gneiss metalin foundation including necessary centering,formwork,bailing out water,compacting and curing etc.complete.(with fully automatic microprocessor based PLC with SCADA enabled with reversible drum type mixer/concrete batch mixplant(Pan mixer) with natural 5 Providing and laying Cast in situ / Ready Mix cement concrete M-15 of trap / granite / quartzite / gneiss metal for coping to plinth or parapet ,moulde dor chamfered as per drawing or as directed including steel centering,plywood/steel form work compacting, roughening the mif special finishis to be provided, finishing unevenandhoney combed surface and curing etc. complete.TheCementMortar1:3plasterisconsideredfor rendering uneven and honey combed surface only. Newly laid concrete shall be covered by gunnybag,plastic,tarpaulin etc.(Wooden centering will not be allowed.)With fine aggregate (Crushed sand VSI Grade) 6 Providing and laying cement concrete pipe of IS458:2003 NP-3 class of 600 mm di ameter in proper line, level and slope etc. complete. 7 Providing and constructing Brick Masonry Inspection Chamber 60cm x 45cm x 90cm including 1:4:8 cement concrete foundation1:2:4 cement concrete channel shalf round G.S.W. pipes,Brick Masonry,plastering from inside and with frame fixed in cement concrete with R.C.C.Covermediumduty140Kilogram with frame etc complete 8 Transporting the materials from the site to the site of deposition as directed. (Transportation for 5 km.) 9 Supplying hard murum/kankaratthe road site,including Conveying and stacking complete. 10 Spreading hardmurum/soft murrum/gravel or kankar for side width complete 11 Compacting the hard murum side widths including laying in layers one achside with vibratory roller including artificial watering etc. complete. 12 Providing earth work in embankment with approved materials obtainedfromothersourcesuptoleadof50m.includingall lifts,layinginlayersof20cm.to30cm.thicknessbreaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller withV-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources) 13 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of 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 and Grading - II Material. 14 WetMixMacadam-Providing,laying,spreading and compacting graded stone aggregate to wet mixmacadam specification including premixing the Materia lwith water at OMC in mechanical miplant carriage of mixed Material by tipper to site,laying in uniform layers with paver in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying ByGrader/Paver. 15 Construction of drylean cement concrete Sub-base overa prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction,concretestrengthnottobelessthan10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transportedtositewithallleadsandlifts,laidwithapaver withelectronicsensor/bysuitablemeansasapprovedby Engineer-in-charge,compactingwith vibratoryroller, finishing,curing andincluding preparation of sub-gradesurface if required etc. complete 16 Providing and fixing in position TMT FE 500, 32 mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60cms.Longandat30.00cm.C/Candwhereverdirected including handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete 17 Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at30.00cm.C/Candwhereverdirectedincludinghandling, straightening wrapping with paper of approved quality for half length,necessarycutting,handling,straightening,supported by assembly of TMT FE 500, chairs with proper alignment etc.complete. 18 Providingandlaying125micronLowDensityPolyethylene(LDPE) sheet confirming to IS3395:1997 below concrete pavement including all materials and labour complete. 19 Providingandlayingin-situM40Gradeunreinforcedplain cementconcretepavement overaprepared subbasewith 43grade cement,coarse and fine aggregate(natural sand/VSI grade finely washed crushed sand) conforming to IS 383,using fineandcoarseaggregatescombinedgradationasperTable 600-3 of MORTH Specification2013, mixedin a batching and mixing plant/nontilting mixer and Weigh batcher as per approvedmixdesign,admixtures,transportingto site,spreading,layingwithapprovedmakepaver,compacted andfinishedinacontinuousoperation,finishingtolinesand grades as directed by Engineer-in-charge and curing by curing compound/by providing cement vata in cement Mortar 1:8@0.6mX0.6m centreto centre,admeasuring80mm at bottom and 40mm at top with depth of 75mm and maintaining thesamethroughoutcuringperiodbyanyothermethod approved by Engineer-in-charge. 20 Cutting transverse contraction joints 3 to 4mm wide and depth 60mm..inconcreteslabusing concretecuttingmachinewith diamondstuddedsawwithin48hoursofcastingofbay/slab etc.completeincludingsubsequentwideningofthegroove 8to10mm.wideattophavingdepthof15mm.asdirectedbyEngineer incharge. 21 Providingtocontractionjointspolysuphidesealent(Pouring grade)confirmingtoBS:5212-1989 intosawedgroove widened at top for sealent reservoir of specified size and shape asperdetaileddrawingincludingfixingPolyethylenefoam bacer rod of required diameter(appraox.25% larger than the initial 3mm.to 4mm. joint) overlaid with bond breaking tape as perdetaileddrawing.Itemincludescleaningthejointswith water jet/air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A)Contractionandlongitudinaljoints(15mm.deepx8 mm.wide) 22 Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast interlocking cement concrete paving blocks 80 MM thick in M-40 grade of approved size and shape for City streets ,small/medium market roads, low volume roads, utility cuts on arterial roads etc. as specified and as per IS15 658:2006 including cos to fall materials,manufacturing,curing,transportationofblocksto works it eincluding loading, unloading and stacking as directed, laying paving blocks in position over prepared bed of naturalsand /crushed sandof50mmthicknessincluding necessaryexcavationinallstratas,spreadingblindgeoffines and over the prepared bed, compacting blocks by plate vibrator etc. complete. 23 Providing and fixing heavy duty interlocking concrete RUBBER MOULD GLOSSY PAVING BLOCKS of 60 millimeter thickness of havingastrengthof40Kilogram/sq.mofapprovedquality andshapeonabedofcrushedsandof25to30millimeter thickincluding striking joints and cleaning etc.complete. (using100% crushed sand) 24 ProvidingandcastinginsituorprecasttaperingR.C.C.M-20 SemiBarriertypeKerbwithoutgutter(asperIRC861983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directedbyEngineeringIn-charge.UsingConcreteBatching and Mixing Plant 25 Road Marking with Hot Applied Thermoplastic Compound with ReflectorizingGlassBeadsonBituminousSurface-Providing andlayingofhotappliedthermoplasticcompound2.5mm thickincluding reflectorizing glassbeads @250gmsper SquareMetrearea,thicknessof2.5mmis exclusiveofsurface appliedglassbeadsasperIRC:35.Thefinishedsurfacetobe level,uniform and free from streaks and holes.complete. 26 Solar Raised Pavement Markers made of polycarbonate moldedbody withcircularshape,solarpowered,LEDself illumination inactive mode, 360degree illuminationandreflective panels with microprismatic lens 27 ProvidingandfixingMandatory/Regulatory signboardsin circular shape of 600 mm dia madeout of 1.5 mm aluminum sheetbondedwithwhiteretroreflectivesheetingofClassB (Type IV High intensity micro-prismatic grade sheeting- HIP)having pressure sensitive/heat activated adhesive retoreflectivespecifiedbackground,borderandbackside retoreflctivesymbols,letters,numerals,arrowasperIRC:67- 2012 Table No8 .3S upported with back support frame 25mmx25mmx3mm,duly painted on backside with grey stovee namel paint and supported on one Number of M.S. angle iron post of size 65mmX65mmX6mm, 3.45m long, duly painted 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 60cmX60cmX75cm including transportationetc;complete.ClassB(TypeIVHighintensity micro-prismatic grade sheeting-HIP) shall have 7years written warrantyfromthemanufacturerandauthoriseddistributor/convert or issued for field performance including the screen 28 Providing and fixing Cautionary /Warning sign boards in Equilateral Trianglesizeof600mmmade outof 3mm aluminum sheet bonded with white retroreflective sheeting of ClassB (TypeIVHigh intensity micro-prismatic grade sheeting- HIP)havingpressuresensitive/heatactivatedadhesive retoreflectivespecifiedbackground,borderandbackside retoreflctivesymbols,letters,numerals,arrowasperIRC:67- 2012 Table No8 .3Supported with back support frame 25mmx25mmx3mm, dulypaintedonbacksidewithgrey stovee namel paint and supported on one Number of M.S .angle ironpostofsize65mmX65mmX6mm,3.45mlong,duly paintedwithwithflatoilpainthavingalternateblackand white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75 cm includingtransportationetc;complete.ClassB(TypeIVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7yearswrittenwarrantyfromthemanufacturerand authorised distributor /convertorissued for field performanceincluding the screen printedareas and cut-outs heeting and cut- 29 ProvidingandLayingofRumblestripswithPlastirib2K,or equivalent2componentcoldplasticprofiledmaterialtogive total width of 500mm and height of 10mm. Ramp provide give width of 145mm, width of ribs to be 55 mm laid at centre to centre distance of 35 mm, with reflective glass beads @350 gm/Square Metre .The finished surface to be levelled ,unifor mand freefromstreaksandholes,tobeappliedontheedgelines, including surface cleaning and cost of all materials etc.complete 30 ProvidingReinforcedcementconcretecrashbarrieratthe edges of the road, approaches to bridge structures and medians,constructedwithR.C.C.M20Gradeconcretewith HYSD reinforcement conforming to IRC:21 and dowel bars 25 mmdia,450mmlongatexpansionjointsfilledwithpre- moulded asphalt filler board, keyed to the structure on which it isbuiltandinstalledasperdesigngivenintheenclosureto MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994asperdimensionsintheapproveddrawingandat locations directed by the Engineer, all as specified etc. complete. Spec:MORT and H 2013 Cl 811 Page No 360 31 Providing and applying priming coat on concrete/ masonary/ AsbestosCementplasteredsurfacesincludingscaffoldingif necessary,preparingthesurfacebythoroughlycleaningoil, grease,dirtandotherforeignmatterandsandpaperingasrequired etc. complete. 32 Providing and applying two coats of flat oil paint of approved colourandshadetointernal/externalplasteredsurfaces including scaffoldingif necessary,cleaningandpreparingthesurface (excluding primer coat) etc. complete. 33 Providing and supplying instandard lengths Polyethelene Pipes,confirmingtoIS4984 /14151 /12786 /13488 with nesessaryjointingmateriallikemechanicalconnectori.e. thread/insert joint/ quick releasecouplerjoint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmentalstores & stacking the sameinclosedshade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.315 mm 34 Lowering,LayingandJointingH.D.P.E./M.D.P.E.pipesin properpositionincluding allspecials bycompressionfitting/ electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II 35 Providingandfixingboarddisplayinginformation,suchas Name of work, Tender cost, Name of Contractor, Work completionand liability period etc, having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steelsheetpaintedwithonecoatofZincchromatestoving primer and two coats of enamelpaint onfront side and grey stoveenamelonback side andborder/ messages/ symbols etc. with approvedcolour shade paint complete,on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx 35mmx3mm duly painted including TwoM.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m longpaintedwithalternateblackandwhitebandsof25cm widthincludingallfixturesetc.andfixingtheboardsin1:4:8 concreteblockofsize60cmx60cmx75cmincluding, excavation,refilling, transportation, andlabouretccomplete.Spec .No.As directed by Engineer in Charge 36 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up toa distanceof 50 m. beyondthe building areaandstacking andspreadingas directed,dewatering,preparingthe bedfor the foundationandnecessaryback filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 m.)By Mechanical Means 37 Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building areaandstacking andspreadingas directed, dewatering,preparing the bed for the foundation and necessarybackfilling,ramming,wateringincludingshoring andstrutting etc.complete.(Lift upto1.50 m) By MechanicalMeans 38 Transporting materials from the site to the site of deposition as directed. Transportation for 5 km( STATE SSR )Item Spec: ( PWD SSR 2022-23 ST C1). (ST C1, PgNo 716) ( STATE DSR ) 39 Providing Soling Using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming,watering etc. complete. 40 Providing and layingCast in situ/Ready Mix cementconcrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombedsurface andcuringetc.complete.TheCementMortar1:3plasteris consideredforrenderingunevenandhoneycombedsurface, only.Newlylaidconcreteshallbecoveredbygunnybag, plastic,tarpaulinetc.(Woodencenteringwillnotbe allowed.),with fully automatic micro processor based PLC with SCADAenabledreversibleDrumTypemixer/concreteBatch mixplant (Pan mixer)etc. complete. Withfineaggregate(Crushed sand VSI Grade) 41 Providing and layingCast in situ/Ready Mix cementconcrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations , grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,Steelcentering,formwork,coverblocks, laying/pumping,compactionandcuring rougheningthe surfaceifspecialfinishistobeprovided(Excluding reinforcementandstructuralsteel)etc.complete,withfully automaticmicroprocessorbasedPLCwithSCADAenabled reversibleDrumTypemixer/concreteBatchmixplant(Pan mixer)etc.complete.Withfineaggregate(CrushedsandVSIGrade) 42 Providing and layingCast in situ/Ready Mix cementconcrete inM-25oftrap/granite/quartzite/gneissmetalforR.C.C. pardiofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing complete.(Excluding reinforcementand structural steel).with fully automatic micro processor based PLC with SCADA enabledreversibleDrumTypemixer/concreteBatchmix plant (Pan mixer) etc. complete. With fine aggregate (Crushedsand VSI Grade) 43 Providing and layingCast in situ/Ready Mix cementconcrete M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs andlandingsasperdetaileddesignsanddrawingsincluding steel centering, formwork , cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surfaceorrougheningifspecialfinishistobeprovidedand curing etc. complete,(Excluding reinforcementand structural steel).withfullyautomaticmicroprocessorbasedPLCwith SCADA enabledreversibleDrumTypemixer/concreteBatch mixplant (Pan mixer)etc. complete. Withfineaggregate(Crushed sand VSI Grade 44 Providind cuttingbending hooking tying and laying in positionTMT Fe 500 steel bar for reinforcement for all RCC work as per detail drawing etc completed 45 Providing and laying Weep holes of 100 mm diameter AC/PVCpipesasperdrawingforabutmentreturns,returnwallsetc. Complete. 46 Providing and fabricating structural steel work in rolled sectionslikejoists,channels,angles,teesetc.asperdetailed designanddrawingsorasdirectedincludingcutting, fabricating, hoisting, erecting, fixing in position making riveted/ bolted /welded connections without connecting plates, bracesetc.andincludingonecoatofanticorrosivepaintand over it two coats of oil painting of approved quality and shadeetc. complete. 47 BASICTESTOF CEMENT- Standard Consistancy Fineness, Specific Gravity,Setting Time ( Initial& Final ), CompressiveStrength, Soundness. 48 BASIC TEST OF AGGREGATE. Water Absorption, Specific Gravity.Impact Value Crushing Value.. 49 BASIC TEST OF AGGREGATE.- Sieve Analysis. 50 BASIC TEST OF AGGREGATE. Abration value 51 BASICTESTOFAGGREGATE.FlakinessIndex&Elongation Index 52 FINE AGGREGATES. Fineness Modulus ( Sieve Analysis ), Silt & Clay Content 53 FINE AGGREGATES- Chloride & sulphate content 54 FINE AGGREGATES- silt factor 55 GSB Mix Design./Cement Treated Sub Base( CTSB) 56 BRICKS Water Absorption (Set of 5 Bricks), Compressive Strength( Set of 5 Bricks), Efflorescence (Set of 5 Bricks).. 57 CONCRETE Compressive Strength OF C.C. Cube(Set of 3 cubes). 58 Concrete Mix Design (With all Tests on basic materials) 59 Concrete Flexural strength of Beam 60 Concrete permeability test 61 Taking of core samples in concrete pavement. (Excluding Dead Journey Charges) 62 CONCRETEPAVINGBLOCKSCompressiveStrength,Water Absorption,(Set of 8 Blocks) 63 Compressive strength of mortor(set of 3 cubes) 64 STONE/RUBBLE-CrushingValue/CompressiveStrength, Water Absorption & Specific Gravity, 65 Sieve Analysis. Of Murrum 66 Liquid limit & plastic Limit. Of murrum 67 Compaction Test ( Proctor Density ).Murum 68 CBR Test (Lab) with compaction test 69 Steel bar testing Upto 16 mm (Set of 3 Bars) 70 Steel bar testing Above 16 mm (Set of 3 Bars) (Tensile strength, %, Elongation, Yield Stress,Weight-Per Meter, Bend / Rebend Test, Proof Stress.) 71 Supplying and erecting steel tubular swaged pole 165.1 x 139.7 x114.3mmdiawith4.5x4.5x3.65mmthickness(5+2+2m) length respectively and total 9 m long with pole cap, base plate in provided foundation (weight 147kg) as per specification no. OH- PL/STP 72 Making cement concrete foundation including excavation (60 x 60 x 150) cm deep in 1:3:6 cement concrete 20 x 25 mm stone metal, (45 x 45 x 45) cm /45 cm dia. x 45 cm height plinth duly plastered, with necessary curing and finishing complete. (above 6 m to 9 m poles) 73 Supplying&erectingpolebracketforOHconductorfabricated from ISM channel, 75x40x6mm 1100mm long for necessary nos. of providedinsulatorsanderectingonpolewith50x6mmclamp complete as per specification no. OHPL/ BKT 74 Providing pipe type earthing with 40mm.dia. G.I. pipe or 20 mm dia. G.I. Rod complete with all materials testing and recording theresults as per specification no. EA-EP 75 Supplying and erecting GI strip of high purity required size used for earthingonwalland/oranyotherpurposewithnecessaryGI clampsfixedonwallpaintedwithbituminouspaintwithjoints required. As per specification no EA-EP. 76 Supplying and fixing MS base plate 30x30x0.6cmsize fixed to the pole base either by welding 12mm dia fixed at position. 77 Supplying and fixing MS pole cap fabricated from MS pipe or cast iron fixed to pole by means of set screws and 75mm deep 78 Supplying & erecting FRP box of size 250mm x 200mm x 100 mm,2.7 mm thick complete on pole/wall as per specification No. CB-SB 79 Supplying,erecting&markingDPMCB6Ato32A,C-serieswith ratedshort-circuitbreakingcapacity(Icn)10kAinprovided distribution board as per specification no. SW-SWR/MCB 80 Supplying,erecting&terminatingFRXLPEinsulated,galvanised steel formed wire armoured (strip) cable 1100 V, 4 core 16 sq. mm. aluminiumconductorcompleteerectedwithglands&lugs,on wall/ trusses/pole or laid in provided trench/ pipe as perspecification no. CB-LT/AL 81 Supplying,erecting&terminatingFRXLPEinsulated,galvanised steel formed wire armoured (strip) cable 1100 V, 3 core 10 sq. mm. aluminiumconductorcompleteerectedwithglands&lugs,on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL 82 Supplying and erecting mains with 3x2.5 sq.mm FRLSH copper PVC insulated wire laidin providedconduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW 83 Making trench in Hard murum/Tar road having 0.75 m depth and minimum 0.3mtr width as per IS for laying provided cables up to voltage level 1.1Kv cable complete as per specification No. CW-EXNCTR 84 Supplying&erectingG.I.pipe‘A’class75mmdia.erectedfor enclosingXLPEarmouredcableonwall/pole asper specification no. CB-CE 85 Supplying,erectingandmarkingfourpoleisolatorsonlyswitch versionofminiaturecircuitbreakersof80/100Ainprovideddistribution board 86 SupplyinganderectingintegratedLEDstreetlightfitting120W IP65 & IK08 class having single piece pressure die-cast aluminium housing, having system lumens output of Min. 13000 Lumens, min. efficacy of 110 lumen/W, CRI>70, CCT upto 6500K,THD<10%,p.f.>0.95, operating range of 140-270V, inbuiltsurgeprotectionof10kV,Lifeclassof50,000Hrs.atL70B50, includingdriver completewith 3Years warranty as per specification No FG-ODF/FLS2 87 Supplying&erectingCRCAsheetmetalonewayenclosuresof1.2mmthicknesssuitableforDPMCB/TPMCB/FPMCB/RCCB/ RCBO complete erected on angle iron/GI frame 88 Providing&erecting9mhigh(clearheight)galvanised octagonal pole with foundation bolts having bottom of 200 mmA/F,top100mmA/Fonprovidedfoundationasperspecification no. OH-PL/OPL 89 Makingcementconcretefoundationincludingexcavation (60 x 60 x 150) cm deep in 1:3:6 cement concrete 20 x 25 mmstonemetal,(45x45x45)cm/45cmdia.x45cm heightplinthdulyplastered,withnecessarycuringand finishing complete. (above 6 m to 9 m poles) 90 Providing and erecting galvanised 1000mm single arm sword type bracket with FRP dome and ball as per specification no. OH-PL/PBKT 91 Providing pipe type earthing with 40mm. dia. G.I. pipe or 20 mmdia.G.I.Rodcompletewithallmaterialstestingandrecording the results as per specification no. EA-EP 92 Supplying and erecting GI strip of high purity required size usedforearthingonwalland/oranyotherpurposewith necessary GI clamps fixed on wall painted with bituminous paint with joints required. As per specification no EA-EP. 93 Supplying and fixing MS base plate 30x30x0.6cm size fixed tothepolebaseeitherbywelding12mmdiafixedatposition. 94 Supplying and fixing MS pole cap fabricated from MS pipe orcastironfixedtopolebymeansofsetscrewsand75mm deep 95 Supplying&erectingFRPboxofsize250mmx200mmx100 mm, 2.7 mm thick complete onpole/wall asper specification No. CB-SB 96 Supplying,erecting & marking DPMCB 6A to32A, C-series withratedshort-circuitbreakingcapacity(Icn)10kAin provideddistributionboardasperspecificationno.SW-SWR/MCB 97 Supplying, erecting & terminating FR XLPE insulated, galvanisedsteelformed wire armoured (strip) cable 1100 V, 4 core 16 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses /pole or laid in provided trench/ pipe as per specification no. CB-LT/AL 98 Supplying, erecting & terminating FR XLPE insulated, galvanisedsteelformed wire armoured (strip) cable 1100 V, 3 core 10 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses /pole or laid in provided trench/ pipe as per Specification no. CB-LT/AL 99 Supplyinganderectingmainswith3x2.5sq.mmFRLSH copperPVCinsulatedwirelaidinprovided conduit/trunking/inside pole/Bus bars or any other places as per specification No: WG-MA/BW 100 MakingtrenchinHardmurum/Tarroadhaving0.75m depthandminimum0.3mtrwidthasperISforlaying provided cables up to voltage level 1.1Kv cable complete asper specification No. CW-EXN-CTR 101 Supplying & erecting G.I. pipe ‘A’ class 75 mm dia. erected forenclosingXLPEarmouredcableonwall/poleasperspecification no. CB-CE 102 Supplying,erectingandmarkingfourpoleisolatorsonlyswitch version of miniature circuit breakers of 80/100A in provided distribution board 103 Supplying and erecting integrated LED street light fitting 85 90W IP65 & IK08 class having single piece pressure die-cast aluminiumhousing,havingsystemlumensoutputofMin. 9300 Lumens, min. efficacy of 110 lumen /W, CRI>70, CCT upto 6500K, THD<10%, p.f. >0.95, operating range of 140- 270V, inbuilt surge protection of 10 kV, Life class of 50,000 Hrs.atL70B50,includingdrivercompletewith3Years warranty as per Specification No FG-ODF/FLS2. 104 Supplying & erecting CRCA sheet metal one way enclosures of1.2mm thickness suitable forDPMCB/TPMCB/FP MCB/RCCB/ RCBO complete erected on angle iron/GI frame
