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Various Civil Work In Div-Iv Kda Kota (Arc) Civil Works - Carriage of materials ie Earth, Sand, Lime, Morrum manure or sludge From site including stacking, loading and unloading etc complete with all lead and lift.( For 5 Km) 2 Clearing and grubbing road land including uprooting rank vegetation, grass, brush, shrubs, saplings and trees of girth upto 300mm, removal of stumps, disposal of unserviceable Material and stacking of serviceable Material upto 1000m from road boundary. (MoRTH Specification : Clause 201).BY MECHANICAL MEANS In area of Light Jungle 3 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils 4 Providingandlayinginpositioncement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering-Allworkuptoplinthlevel. M10 grade Nominal Mix1:3:6(1cement:3coarsesand:6 graded stoneaggregate 40mm nominal size). 5 ProvidingandlayinginpositionReady mixconcretemanufacturedinfully automatic Batching Plant and transportedtositein transitmixerfor havingcontinousagitatedmixer, manufactured as per approved mix designofspecifiedgradeofRCCwork including pumping of R.M.C. from transit mixer to site of laying , exculding the cost ofcentering,shutteringand reinforcementwithall leadandlift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improveworkability without impairing strength and durability as per direction of Engineerincharge.All worksuptofloor VfloorM20gradeDesignMixby using cementas per codal provision. 6 Add extra for providing richer mixes respectively at all floor levels Providing M 25gradeconcreteby using cementas per codal provision instead ofM-20grade design mix. 7 Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. 8 Providingandfabricatingreinforcement forR.C.C.workincludingstraightening, cutting,bending,placinginpositionand binding (including cost of binding wire) all complete up to floor five level.(Original producers who manufacture billetdirectlyfromironoresandrollthe bilets to produce steel conforming to IS:1786)Thermo-mechanicallyTreatedbars (Conforming of relevent IS code) 9 RandomRubble stone masonry for with hardstoneinfoundationandplinthin Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). 10 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 11 6 mm thick cement plaster to ceiling of mix1:3 (1cement : 3-fine sand) 12 Providing and laying damp-proof course with cement concrete grade M-150 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . 50mm thick. 13 Brick work with clay flyash F.P.S. brick(IS 13757- 1993 ) of class designation 75 in superstructureaboveplinth level upto floor five level in :Cement mortar 1 : 6 (1 cement : 6 coarse sand) 14 Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 75 in superstructure above plinth level upto floor V level in. 15 Cement mortar 1 : 6 (1 cement : 6 coarse sand) 16 Grading roof for water proofing treatment withwater proffing compound 17 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 18 Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge : Profile B 19 Steelworkinbuiltuptubulartrusses includingcutting,hoisting(heightupto 10m)fixinginpositionandapplyinga primingcoatofapprovedsteelprimer, welded and bolted including special shaped washers etc. complete.Hot finished welded type tubes. 20 Extraforhoistingandfixingforeveryadditional one metre or part thereof beyond 10 mtr height. 21 Providing and fixing steel gate,grating , andgrillsmadeofangles,tees,square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 22 Extra if square,rectangular hollow tubelar sectionsareusedorgrillmadebyflatsonly 23 Providing and Fixing corrugated colour G.I sheet having thickness 0.50mm roofing fixed with G.I.J or L Hooks bolts and nuts 8mm dia meetr with bitumen and G.I Limpet washers or with G.I Limpet washers filled with white lead and including over lapping of sheet complete ( upto a pitch of 60 degree) & excluding the cost of purlins rafters and trusses etc complete in all respect. 24 Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 25 Providing and fixing stainless steel railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 26 Grade 304 27 Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 gradeC.C floor &RCC slab covering with M15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:- 28 Size 230 x110 x150 cm.(for 20 users)with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ? @15 cm c/c bothways including shuttering complete in all respect. 29 ProvidingAnd FixingOf Smooth Cement Brick Cladding/ flooring 2.5ThickAsPer Drawing Attached And Under The Direction OfEngineerIncharge AndApproval From Architect. 30 Providing and fixing Black Cadappa Cobble Stone flooring work dressed stone inhoundfinished with pattern as per approved design over 25-50mm thick base in CM 1:6 incl. pointing withcementsandmortar1:2(1 Cement:2 sand)match the shade of stone withjoint as per direction of engineer-in- charge Cadappa Cobble 31 P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.Size 600mm x 600mm 32 Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). 33 ProvidingandFixingAluminium composite panel ofapproved make 3mm thick with 0.5mm thick skin & PVDFcoatedapprovedshadeforwall panelling. Main framing work to be done using50mmx25mmx1.6mmtubular section of approved make. Stainless steelscrewtobeusedtofixtheACP panel to be fixed to the main frame with industrialadhesivetapeandpanel groovetobesealedwithweatherproof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by Engineer-in-charge. 34 Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completeNew Plastered Surface (three or more coats) 35 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect. 36 Painting with synthetic enamel paint of approved brand and manufacture togive an even shade : 37 Two or more coats on new work 38 One or more coats on old work. 39 Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision 40 New Work 41 Old Work 42 Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding: 43 New work (Two or more coats applied @ 3.84 kg/10 sqm). 44 Old work (One or more coats). 45 Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.Good soil of earth 46 Spreading of manure and good earth in required thickness (cost of manure and good earth to be paid separately). 47 Supplyofdifferentvaritiesof tree/shrubs/climbersaccordingtoheight andageoftheplantatsideincluding loading/unloading & transportationetc.complete 48 Different flowering plants 900mmto1500mm 49 Differentvarietiesofshrubs600mmto900 mm 50 Supply&PlaintingofPetunia,Salvia, Sinereria & Gajenia, sweet william, penjy etc. seasonal flower Plaint of Pune verity. (Winter Season) Petunia / Begonia 51 Supply & Plantation of selected specimenplantsincludingmortality replacement, loading- unloading transportationandmaintenancefor30 daysafterplantingtheplants(asperscope of work for Horticulture) 52 1.Preparation of soil including cleaning & removing of unwanted shrubs removal ofstones & garbage. 53 2. Supplyofdrymanure(Farmyardmanure organic) 54 3.Supply of Insecticides. 55 4. Diggingofpitssize60x60x60cms. Includingremovalofstones,Manuring applicationofinsecticides&wateringat least 15 liter per plant after planting. 56 5.Watering to plants. 57 6.Maintenanceofplantsbythe contractorincludingpits,preparationof Thavala Hoeing weeding etc. & application of insecticides etc. & security. If the plant die during maintenance contractorhastoreplacesameheight plant at his own cost. 58 Supply and plantation of Ground Covers including mortality replacement, loading- unloading transportation and maintenancefor60daysafterplanting the plants. (atleast 25 plants per sqm) as per direction of engineer-in-charge 59 ProvidingandFixingDholpur White/ Mandana stone/ Gwalior mint stone base withwhitecement&Tinexchamical, & SS CLAMP and Fastners (of approved brand)inclusiveofmoulding, carving, rubbing, polishing complet,laid and jointedwithwhitecementslurrymixed withpigmenttomatchtheshadeofthe slab as per drawing attached (Drg-12,13 & 14) with hairline joint at transition including rubbing, polishing and finishing, complete in all respect as per direction of Enginner&Architectwithalllead&lift. The Stone measurement will be done of outer most dimension. 60 Providing and fixing Stone jali 50mm thick Red/Pink sand stone as per ornamental designto fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade. 61 Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment). 62 Providing& fixing ball bearing for rolling shutters 63 Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 64 For area of each slab from 901 to 2000 Sq.Cm : 65 P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia 66 Random rubble dry stone Kharanja under floor. 67 Stone work (machine cut edges) for Wall cladding/Veneeringworkupto10m heightwith 20 to 30 mm thick Pink Sand stone (Bansi Paharpur) and backing filled with a grout of 12mm thick cement mortar1:3(1cement:3coarsesand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with anadmixtureofpigmentmatchingthe stoneshade:(Tobesecuredtothe backing by means of cramps which shall be paid separately)Exposed face Machine cut 68 Supplyingandfixingmachinecut dressed 75 mm Pinksand stone (Bansi Paharpur)dasa/copingwthornamental shapehavingmouldingandPAN Shapeengravingasperrequired patternwithengravingdepthof5mm (average) in single piece of length 90 cm tobelaidoncementmortar1:4(12to 20mmthick)includingpointingwith admixtureofpigmentmatchingwiththe stone shade. 69 Providing&makingartistic/heritagepaintingwiththeusingoilpaint/apex ultimaorequivalentexteriorpainthavingantialgalanddustpickup resistancewithfinishasperdirectionofEngineerinchargeonwall faces/panels etc. with approved colour in following patterns including painting base works of required exterior paint in approved quality/brand:- ThePaintingshallbebasedonthemesrelatedtoflora&faunalike creepers flower pots, animals, birds & natural figures. As the work shall be at the level of similar to enclosed drawing. 70 MandnaArtWorkonwallofwithpreprationofBaseandMandnawith AcrylicexteriarpaintetcasperattetchtypicaldrawingandDirectionofEngineer In Charge. 71 Providing and fixing benches with side panel casted in Cast Iron single piece and middle part is of mild steel. Approx. ht. is 700 mm and length is 1250 mm the carving work is as per enclosed drawing and details and instruction of engineer incharge. 72 Sanitary Work 73 Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe: 200 mm –do- 74 Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work. 200 mm Nominal bore of pipe 75 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 200mm dia 76 PumpsetProvidingandfixingof5HP Monoblocksubmersiblepumpof Kirlosker/crompton / ksb make AC Three phase220/415Volt,50cycle,supply with foundation bolt, suction stainless steel mesh cover. 77 5.0 HP, 3-Ø, (24-44)Mtr, (680-370) LPM 78 Providinglayingandjointinginposition HDPEpipeconformingtoIS:4989(In coilMake-Balson,Hollmark,Premier) andsuitablefortherespectiveworking pressureswithallfittingsand accessoriese.g.Coupling,tees,bends, reducers,screwedadapters,flagedtail pieces etc. jointing as per manufacturers, instruction, including earth work in excavation and HDPE pipe 63mm - 10 kg/cm2 79 Providing and fixing of self closing spring loadedquickcoupling3/4hydrant (DripnDrip/Whethermetic/Premier); madeofAluminiumalloydolyprocted intsmainpartsbybrassstainlesssteel and techno polymors & having self closing thermoplastic hinged lid, anti rotatingdeviceandwithrequirew no.of 3/4 key for quick coupling hydrant made upofAluminiumalloy;dolyprocted.An electrogalvanizedMSsaddlewith3/4G.I Riser with galvanized nut & bolts and parallelfemale thread (pressuretight) shall be used to connect the quick coupling hydrant to the pipeline. 80 Providing &fixingofGearDrivenRain gun sprinkler, grillo (Ajay (Indra)/Rain Bird/Premier-Full/ Part circle) with oscillating arm having radius of 41m and flow of 617lpmat an operative pressure of5kg/cm.sq,having11/2inlet.The bodyofsprinklerismadeofaluminium alloy duty protectedinitsmainpartsby brass stainless steel and techno polymers. The sprinkler is equipped with Jet breaker and four different nozzles. 81 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 82 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head range, Discharge range respectively. 83 10.0 HP, 3-Ø, (91 - 115)Mtr, (285-180) LPM 84 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen freefor less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 85 4.0 Sq.mm 3 core flat / Round 86 S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size: 87 200mm dia 88 Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings and fixing the pipe with clamps at 1metre spacing. This includes cost of cutting chases and making good the same including testing of joint complete as per direction of Engineer - in charge.(CONCEALED WORK INCLUDING CUTTING CHASES AND MAKING GOOD THE WALL ETC.) 89 PN-16Pipe, 25 mm OD 90 PN-16Pipe, 32 mm OD 91 Providing and fixing 3-layer PP-R (Polypropylene random coplymer ) pipes SDR 7.4 UV stabilized and antimicrobial fusion welded, having thermal stability for hot & cold water supply including all PP-R plain & brass threaded Polypropylene random fittings and fixing the pipe with clamps at 1 metre spacing. This includes testing of joint complete as per direction of Engineer - in charge.( INTERNAL WORK- EXPOSED ON WALL) 92 PN-16Pipe, 16 mm OD 93 PN-16Pipe, 20 mm OD 94 PN-16Pipe, 40 mm OD 95 PN-16Pipe, 50 mm OD 96 P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 1000 (-do-) 97 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : Gun-metal 32mm nominal bore. 98 P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc. C.P. Inlet connection 15mm.Brass (IS : 8931 marked) 99 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete :(-do-) wt.Not less than 800 gm, 32mm. 100 P & F 15 mm. Dia Connection Pipe of approved quality/make : PVC pipe withC.P. Brass nuts upto length, 600mm 101 P & F Pilllar Cocks (IS :8931 : 1993 Mark) of superior quality and approved make: C.P. Pillar cock, Swan-neck with casted spout, 15mm nominal bore. 102 P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : 103 Gun-metal 15mm nominal bore. 104 (-do-) 25mm nominal bore. 105 (-do-) 50mm nominal bore. 106 Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make 110 mm dia 107 P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality / make including joining the pipe with solvent cement rubber ring and lubricant: 108 Coupler (socket) 109 110mm dia 110 160 mm dia 111 Plain Tee 112 110mm dia 113 160mm dia 114 Door Tee 115 110mm dia 116 Bend 45 117 110mm dia 118 Vent Cowel 119 110mm dia 120 Door Bend (Left & Right) 121 110mm dia 122 Pipe Clip 123 110mm dia 124 Plain floor trap 125 110mm dia 126 P- Trap 127 110mm dia 128 Socket plug 129 110mm dia 130 Door Cap 131 110mm dia 132 Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m 10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. 133 -do- size 450 x 450mm depth upto0.5 M Cement cover with frame 134 P & F Bib Cock (IS : 8931 Mark), Superior quality of approved make: Brass 400 gm,15mm nominal bore. 135 P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete :Brass wt. Not less than 300 gm,15mm. 136 P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: 137 Size 580x440mm. 138 P & F WVC (10 litres) low-level flushing cistern with cover. 139 P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall : 140 Size 510 mm x 400 mm 141 P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. 142 Flat Back (small) size 456x355x265mm. 143 P & F W.V.C. Urinal Partition Plate of approved standard make of size 630x315mm including making good the wall. 144 Providing and fixing or 1-1/2 alluminium alloy hydrant key for Impact type Rain Gun Sprinkler 145 Providing and fixing of self closing spring loded quick coupling 1 1/2 hydrant ( Drip`n `Drip/ whethermetic/premier); made of Aluminium alloy doly procted ints main parts by brass stainless steel and techno polymors & having self closing thermoplasic hinged lid for Gear driven rain gun sprinkler 146 Providing & Fixing MS & Wood BENCHES as per attached Drawingcomplete in all respect as per direction of Engineering-in-charge & Architect , with all lead & lift 147 Providing and Applying ACRYLIC emulsion polymer waterproofing chemical coating, on over roof on over roof slabs/terrace/ balconies/parapet wall etc.with following method/specification: Paint the surface with regular paint brush so as to obtain approximately 0.3mm thickness coating. apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by using above formulation will be 40 ft2/ litre of chemical. painted surface does not require any external water curing since chemical will hold sufficient water for curing.After the primer coat Apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 KG/SQM on the surface of the interval of 3-4 hours. Undulation on the surface is repair before the waterproofing work. 148 Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm 149 Providing&fixing Mandana/dholpur White/GwaliorMint/teakstone/slate stoneincladding/FlooringStructural base with white cement & Tinex chamical & SS CLAMP and Fastners (of approved brand) laid and jointed with white cement slurrymixedwithpigmenttomatchthe shade of the slab as per drawing attached completeinallrespectasper direction of Enginner- In- Charge & Architecwithalllead&lift.TheStone measurement will be done of outer most dimension. Thickness of stone 25-30mm. 150 Providing and laying M30 grade controlled cement concretepavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work) 151 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge). 152 Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement) 153 M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc 154 Category‘B’ Denated only two side like I,Z,T shape etc. as per IRC SP63:2004 155 Add extra over item No. 11.38, A to C if reflective paver block, manufactured with wet cast vibration system in two layers is used. 156 Add extra over rates of item No. 11.38, A to C if colored paver blocks are used 157 Road Work 158 Providing, laying and spreading and compacting specified graded crushed stone in sub-base course including premixing the Material at OMC in mechanical mixer (Pug mill), carriage of mixed Material, laying in uniform layers with Motor Grader, F.E. Loader, on a prepared surface and compacting with Vibratory Compactor to achieve the desired density including all Material, labour, machinery, lighting barricading and maintenance of Driversion complete. (MoRTH specification clause 401). with all lead & lift 159 Providing, laying, spreading and compacting crushed graded stone aggregate as per Table 400-10 & 400.11 to Wet Mix Macadam specifications including premixing the Material with water to OMC in mechanical mixer (Pug mill) as per design mix, carriage of mixed Material by tipper to site laying in uniform layers, with motor grader/F.E. loader/Paver Finisher, in sub-base/base course on a well prepared under-base and compacting with Vibratory Roller to achieve the desired density including lighting, guarding, barricading and maintenance of Driversion etc. (MoRTH specification : Clause 406). with all lead & lift 160 Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing 161 Dismantaling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled Material, disposal of unserviceable Material and stacking the serviceable Material with all lift and lead of 1000 metres. [MoRTH Specification: Clause 202]. 162 BY MECHANICAL MEANS 163 Cement concrete grade M-15 & M-20 164 Prestressed/reinforced cement concrete grade M-20 & above. 165 Dismantling Brick/Tile work 166 In cement mortar 167 Dismantling stone masonry 168 Rubble stone masonry in cement mortar 169 Cleaning the existing WBM/WMM surface including removing of binding Material and other foreign matter with wire brushes, small picks, sweeping with brooms/soft brushes, finally dusting with old gunny bags and compressed air to receive bituminous treatment. (MoRTH specification : clause 501 to 503, 112). 170 Cleaning of the existing black topped surfaces with brooms, soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment. (MoRTH specification : clauseto 503, 112) 171 Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS:8887 & manufacturer’s specifications @6 kg/10 sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specifiedrates and temperatures (including cleaning of road surface) as per MoRTH specification : Cl. 502, 112 172 Providing and applying tack coat on the prepared surface, with bitumen VG10 as per IS:8887 & manufacturer’s specifications @0.2 kg/sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the Material uniformly at specified rates and temperatures (including cleaning of road surface) as per MoRTH specification Cl. 502, 112. 173 Providing and laying Bituminous Macadam on prepared surface with specified graded crushed aggregates as per Table 500-7, Grading-2, for base/binding course including loading of aggregates with F.E. loader and heating & mixing of stone aggregate and bitumen (including cost of anti-stripping compound, wherever required) in hot mix plant (40-60 TPH), transporting the mixed Material in tipper to paver (sensor as per clause 504.3.5), and laying mixed Material with paver finisher to the required level and grade, rolling by power roller and vibratory compactor as per Cl. 501.6 & 501.7 to achieve the desired density (approved by the department) excluding cost of primer/tack coat. [MoRTH Specification : Clause 504, 112]. with all lead & lift 174 50/75mm compacted thickness with 3.4% bitumen VG30 grade 175 Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates (as per table 500-9, 500-10 and design mix) for base/binder course including loading of Material with F.E. loader, heating of binder (including cost of anti stripping compound, wherever required) aggregates and filler in hot mix plant (40-60 TPH), transporting the mixed Material by tippers and laying with sensor paver finisher as per clause 504.3.5 to the required level and grade, rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller, 150-250 KN. TP=0.7 Mpa, to achieve the desired density (approved by the department) but excluding primer/tack coat. (MoRTH specification : clause 505, 112). with all lead & lift 176 (a) 50-75mm compacted thickness with 4.5% bitumen content VG30 grade 177 Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed aggregates as per Table 500-23, heating bituminous binder @ 14.6 kg/10 sqm and aggregates in Hot Mix Plant (including cost of anti-stripping compound, wherever required), transporting the mixed Material with tipper and laying with paver finisher to the required level and grade, rolling with power roller, 8-10 tonne, but excluding cost of tack coat and seal coat with all lead & lift (MoRTH specification : clause 510, 112) 178 In Hot Mix Plant 40-60 TPH, including loading of aggregates with F.E. loader bitumen VG30 grade 179 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle 180 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm equilateral triangle 181 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm circular 182 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 80 mm x 60 mm rectangular 183 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm x 45 cm rectangular 184 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 60 cm x 60 cm square 185 Retro-Reflectorised Traffic Signs Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm high octagon 186 Direction and Place Identification Signs with size more than 0.9 sqm size Board. 187 Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 188 Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 189 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm 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. 190 Raised Pavment Marker ( Cats Eyes): Supplyingand Fixing of Molded Shank Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular 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 100 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 700 Kgf. 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 2 years pre qualified warranty certificate from the manufacturer for satisfactory field performance during the time of bid submission 191 Supply & Fixing of PVC Spreed Breaker of Size 350 x 250 x 50mm in Black/Yello colour with corrugated design on it, make Road Star GP 1005/Dark Eye DA1005 or equivalent, including fixing base on road with cement, grit, sand, epoxy and with four nails at corners complete in all respect. 192 Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class A & AA loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc. Span 701 mm to 1200 mm Standard Size 1500 x 600 mm 193 Providing and fixing of Reinforced Ferro-Cement Drain cover designed of class A & AA loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S. plate, Rim and on M.S. lifting hooks, admixture like plasticizer bond-improving compound, shrinkage resistance compound, abrasion resistant complete as per approved design etc. Span 1201 mm to 1500 mm Standard Size 2100 x 500 mm 194 Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. 195 In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. 196 Depth upto 1.5 m 197 In ordinary rock. 198 Depth upto 1.5 m 199 Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP3 class (with s/s ends) IS: 458 - 1988 (amended up to date) marked and pipes from 300 mm upto 2000 mm manufactured through vertical / vibrated casting process all levels with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber gaskets lubricants) as per drawing, sectional hydro testing of the sewer pipe line (including cost and conveyance of water to site for testing) etc., complete as directed by Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable. 200 200 mm internal diameter 201 300 mm internal diameter 202 Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.305), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.425m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm) 203 Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.5m, wall thickness 125mm, height 150/225/300/600/900/1200mm for constructing extra depth of manhole beyond depth mentioned in item no-17.61.1 as per drawing.
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