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Tender For Development Of Alankar Talkies Chowk - Asphalting of Road 2 Excavationforroadwayinearth,soilofallsorts,sand,gravelorsoftmurumincluding dressing section to the required grade, camber and side slopes and conveying the excavated materialswithallliftsuptoaleadof50m.andspreadingforembankmentorstackingas directed. By Manual Means. (with prior permission of S.E.) 3 Removing rich mix cement concrete including stacking the spoils as directed with all leads, lifts etc, complete. 4 Removing cement tiles, or marble or polishedshahabad floor or dado without bed concrete including stacking the materials as directed with all leads, lifts etc. complete 5 Removinglimeorleancementconcreteincludingstackingthespoilsasdirectedwithall leads, lifts etc, complete. 6 Providing and laying Cast in situ/Ready Mix cement concrete in M20 of trap/ granite/quartzite/gneissmetalforbedblocks,foundationblocksand suchotheritems includingbailingoutwater, Steelcentering,formwork,laying/pumping,compacting, rougheningthemifspecialfinishistobeprovided,finishingunevenandhoneycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface only. Newly laid concrete shall be covered by gunny bag, plastic,tarpaulinetc.(Woodencenteringwillnotbeallowed.),withfullyautomaticmicro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 7 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters forR.C.C.pilecaps,footings,foundations,slabs,beamscolumns,canopies,staircase,newels, chajjas,lintelspardis,copings,fins,archesetc.asperdetaileddesigns,drawingsand schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. 8 Providing and fixing precast tapering kerbs of M-20 (Single tapered divider) as per the detailed drawing filling in joint by cement Mortar 1:2 Cement pointing and curing, including excavation upto depth of 0.25m,PCC-M10 is upto 0.12m and painting exposed faces with one coat of road marking paint of approved col1) 300 X 150 X 450 mm 9 Providing and fixing precast tapering kerbs of M-20 (Single tapered divider) as per the detailed drawing filling in joint by cement Mortar 1:2 Cement pointing and curing, including excavation upto depth of 0.25m,PCC-M10 is upto 0.12m and painting exposed faces with one coat of road marking paint of approved col2) 300 X 150 X 750 mm 10 Refixing of the available kerb stone as directed by Engineer-in-charge etc complete.2) 300 X 150 X 450 mm 11 Refixing of the available kerb stone as directed by Engineer-in-charge etc complete.2) 300 X 150 X 750 mm 12 Providingandapplyingprimingcoatonconcrete/masonary/AsbestosCementplastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. 13 Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. 14 ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-10oftrap/granite/ quartzite/gneissmetalforfoundationandbeddingincludingbailingoutwater,Steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided,finishingifrequiredandcuringcomplete,withfullyautomaticmicroprocessor based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Pan mixer) etc. complete.With fine aggregate (Crushed sand VSI Grade) 15 Providing and laying chequered tiles of approved qualityof size 30 cm x 30 cm, confirming tocorrespondingI.S.forflooringinrequiredpositionlaidonabedof1:4cementmortar including cement float, filling joint with cement slurry cleaning curing etc. complete. 16 ProvidingandfixingheavydutyinterlockingconcreteColouredpavingblocksof60mm thickness of having a strength of 300 Kilogram/Sq.cm. of approvedquality andshape ona bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete 17 Providing and fixing factory made Hydraulically pressed Mechanically vibrated and compacted precast inter locking cement concrete paving blocks 100MM thick in M-50 grade ofapprovedsizeandshapeforCitystreetsandroadswithhighvolume/heavytrafficeas specifiedandasperIS15658:2006includingcostofallmaterials,manufacturing,curing, transportationof blocks to work site including loading, unloading andstacking as directed, laying paving blocks in position over prepared bed of VSI crushed sand of 50 mm thickness including necessary excavation in all stratas, spreading blindge of fine sand over the prepared bed, compacting blocks by plate vibratoretc. complete. 18 Providing and fixing bollard is manufactured of cement concrete of M-30 grade by vibro compaction method using FRP / steel moulds, having Overall Dimensions : 950 mm Height X 150 mm Dia and as per approved drawing with suitable reinforcement of 4 Nos 12 mm dia 450 mm long tor steel bars,& 4 Nos 4mm dia stirrups at 150mm c/c to promote long life and to prevent damage during handling, transportation, & erection, the steel roads shall be extendedfor anchoring to the ground, having good shuttering finish,including trasnsportation to site, all charges of labour loading and unloading etc., complete, for fixing as indicated in the drawing will all lead and lifts as per detailed tender specifications and as directed by the Engineer, etc., complete (at Mid Block) 19 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing glass beads @ 250 gms per Square Metre area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.complete. 20 Providing and applying Cold plastic paint two component rolled on surfacing material solvent free,high build two pack seamless,tough,skid resistant,material with has property of attaining 2.00mm thickness in single coat application white(or as required colour )based on glass and colourretainingacraliccrosslinkingresinsystemforcolouredroadsurfacingincluding surface cleaning and cost of all material etc. complete. (All inclusive on bitumen or concrete surface) work shall carried out as per IRC 35-2015 clause 2.2) 21 SupplyingandFixingofMoldedShankRaisedPavementMarkers/Cat"sEye madeof polycarbonateandABSmouldedbodyandreflectivepanelswithmicroprismaticlens capableofprovidingtotalinternalreflectionofthelightenteringthelensfaceandshall supportaloadof16000KilogramtestedinaccordancetoASTMD4280TypeHand complying to Specifications of Category A of MORTHCircular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kilogram. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer"s recommendation and complete as directed by the engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. 22 Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens 23 ProvidingandFixingofMedianMarkerthataremadeoftough,highimpactresistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width andheightnotlessthan15cm,10cmand10cmrespectivelyandthicknessnotlessthan 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plasticusedformoldingtheMedianMarkershallhaveaminimumNotchedIzodImpact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 andshallretainatleast70%ofthisvaluewhensubjectedtoacceleratedweatheringfor 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on eithersideofthebodyintheinjectionmoldingprocess.TheMedianMarkershallhave rectangular-shaped,fluorescentyellowcolorretro-reflectivesheetingofsizenotlessthan 8.5cm*8.5cmandwithfullyreflectivemicroprismaticcubecornersasitsretro-reflective elements as per IRC 67 2010 and ASTM D4956type XI specifications reflectivity values. The retro-reflective sheeting shallbe one orbothsidesofthe MedianMarkerandshallbe edge protectedwithno exposededgeswhichwillpreventedgelifting,vandalism,sheeting damage,etc.TheMedianMarkershallbefixedbyacombinationofepoxyadhesiveand grouting. 24 Providing and fixing of reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square meter made out of4_mm aluminum sheet bonded with white retro reflective sheeting ofClass _C ( Type IV High intensity micro-prismatic grade sheeting- having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3,supportedwith back support frame 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 40 mm x 40 mm x5 mm,2.1 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 30 cm x 30 cm x 45 cm, 45cm below ground level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including GI fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C ( Type xi High intensity micro-prismatic grade sheeting-)sheeting shall have 10 yearswritten warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. 25 Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 4 mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( TypeIVHighintensitymicro-prismaticgradesheeting-HIP)havingpressuresensitive/heat activatedadhesiveretoreflectivespecifiedbackground,borderandbacksideretoreflctive symbols,letters,numerals,arrowasperIRC:67-2012TableNo8.3Supportedwithback support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one Number ofM. S. angle iron post of size65 mm X 65 mm X 6 mm,3.45 m long,duly paintedwithwith 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 60cmX60cmX75cmincludingtransportationetc;complete.ClassB(TypeIVHigh intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warrantycertificate inoriginalshouldbesubmittedtotheEngineerinchargebythe contractor/supplier. 26 Providing and fixing of retro- reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 One Square Meterr made out of 4 mm aluminum composite panel with 0.5 mm skin thickness on either side bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP)having pressure sensitive adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3,supportedwith back support frame 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 ~ 3.9 mtlong 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 level as per approved drawing The angle iron postshall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25 cm width including fixures and transportation etc.complete.The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP)sheeting shall have 7 yearswritten warrantyfrom the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. 27 Transportation of Material obtained from debries of various sorts including necessary excavation / loosing including loading,unloading and conveying and disposing as directed. 28 Providing& Fixing clear opening 900 x 600 mm Rectangle Composite ResinManhole Frame &Cover ofapproved, ExtraLight, Duty ConformingtorelevantGradeDesignation-ELD2.5MTasperIS: 17261991 etc. complete.(Inspectionshall be as per guidelinesof IS Specification). The information of Manufacture, grade designation and any identification mark as requiredbypurchase/department shall be clearlyandpermanently marked on top of each manhole cover including loading, unloading, transportation etc. ”Complete asdirected by Engineer-in-charge. (Test Certificate is required)
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