Public Administrative Department Local Bodies Closing in 0 days TDR #42265936

Tender For Construction Of Primary Health Centre (Phc) At Ramakunda Block Topchanchi District Dhanbad

Issued by Local Bodies · topchanchi, Jharkhand
Tender Value
1.43 Crore
Estimated cost
Bid Submission
21 Feb 2024
0 days left
EMD
2.88 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
topchanchi → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Construction Of Primary Health Centre ( Phc ) At Ramakunda Block Topchanchi District Dhanbad

BOQ

Name of Work: Construction of Primary Health Centre (PHC) at RAMAKUNDA Block Topchanchi District Dhanbad.
Sl. No. Item Description
1Civil workEarthWork in excavation inFoundation Trenches in Ordinary soil(videclassificationofsoilitem -B)and disposal of excavated earth as obtained to a distance upto 50Mincludingalllift,levelingrammingthefoundation trenches, removing roots of tree shrubs all complete as per approved design, building specification and direction of E/I{civil work=567.55 +septic tank (2unit)=137.56)5.1.1
2Extraforearthworkinhardsoilasperspecification& directionofengineerin charge(Vide classification ofsoil item B){civil work=378.37 +septic tank (2unit)=137.56)5.1.2
3Earthfillingin foundationtrenchesandplinthin layernot exceeding150mm thick will wateredrammedfully compactedandfinedressedwithearthobtainedfrom excavation of foundation trenched with a lead of 50mm and liftof1.5M allcompleteasperbuildingspecificationand direction of E/I. (Mode of measurement compactedvolume)5.1.7
4Providing coarse clean sand in filling in in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials labour, royalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume)all complete as per approved design, building specification and direction of E/I.{civil work=35.40+septic tank (2unit)=4.80)40299
5Providing and laying in position cement concete of soecified grade excluding the cost of centering and shuttering - All work up tp plinth level1:4:8 (1 cement :4 coarse sand (Zone -III) :8 graded stone aggregrate 40 mm normial size)all complete as per approved design, building specification and direction of E/I.40299
6Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)All works uptp plinth levelall complete as per approved design, building specification and direction of E/I. {civil work=92.88+septic tank (2unit)=9.6)5.3.9.1
7Reinforcedcement concrete work in walls (any thickness), including attachedpilasters,buttresses, plinthandstringcourses,fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth levelupto floorfive level,excludingcost ofcentering,shuttering, finishing and reinforcement : 1:1.5:3(1cement:1.5coarsesand(zone-III):3gradedstone aggregate 20 mmnominal size)all complete as per approved design, building specification and direction of E/I. {civil work=22.62+septic tank (2unit)=0.26)40301
8Reinforcedcementconcreteworkinbeams,suspendedfloors, roofshavingslope up to 15° landings,balconies,shelves,chayas, lintels,bands,plainwindowsills,staircasesandspiralstaircases aboveplinthleveluptofloorfivelevel,excludingthecostof centering,shuttering,finishingandreinforcement,with1:1.5:3(1 cement: 1.5 coarsesand(zone-III): 3 gradedstoneaggregate20 mm nominal size).all complete as per approved design, building specification and direction of E/I. {civil work=78.34+septic tank (2unit)=9.02)40666
9ProvidingTor steel reinforcementas per approved design& drawingProviding Tor steel reinforcement of 8mm. dia rods as per approved design and drawingall complete as per approved design, building specification and direction of E/ITMT Fe 500 (Only valid for sAIL & TATA SteeL20%{civil work=5.23+septic tank (2unit)=0.42)5.5.4
10Providing Tor steel reinforcement of 10mm. Dia. bars asper approved design and drawingall complete as per approved design, building specification and direction of E/I TMT Fe 500 (Only valid for sAIL & TATA SteeL 15%5.5.5 (a)
11Providing Tor steel reinforcement of 12mm. To 20 Dia. bars as per approved design and drawingProviding Tor steel reinforcement of 12mm. To 20 Dia. bars as per approved design and drawing TMT Fe 500 (Only valid for sAIL & TATA SteeL65%all complete as per approved design, building specification and direction of E/I {civil work=17.01+septic tank (2unit)=0.14)5.5.5 (b)
12Centering and shutteing including struting, propping etcand removal of form forFoundations, footings, bases for columns, etc for mass concreteall complete as per approved design, building specification and direction of E/I5.3.17.1
13Suspended floors, roof , landings , balconies and accessplatformall complete as per approved design, building specification and direction of E/I {civil work=414.68+septic tank (2unit)=60.16)5.3.17.3
14Lintels, beams, plinth beams, girders, bressumers andcantileversall complete as per approved design, building specification and direction of E/I5.3.17.5
15Columns, Pillars, Piers, abutments, Posts and strutsall complete as per approved design, building specification and direction of E/I5.3.17.6
16Vertical and horizontal fins individuaaly or forming boxlouvers band, facies and eaves boards all complete as per approved design, building specification and direction of E/I5.3.17.13
17Edges of slab and breaks in floors and walls all complete as per approved design, building specification and direction of E/I5.3.17.16.1
18Extra for additional height in centering, shuttering whereever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). uspended floors, roofs, landing, beams and balconies(Plan area to be measured)All floors slabs:( floor to floorHI 3.6 m) all complete as per approved design, building specification and direction of E/I43223
19providingdesignation75BbrickworkinCM(’1:6)in foundation and Plinth with approved quality of clean coarse sandofF.M.2to2.5includingproviding10mmthick mortar joints, cost of screeningmaterials, raking out joints to 15mm depth, curing.taxesandroyalty all completeas per building specification and direction of E/I {civil work=21.80 +septic tank (2unit)=30.76)5.2.6
20ProvidingDesignation100AB/Wwith Fly Ash Lime Brick (FALB) conforming to IS 12894-1990 (9\"x4.5\"x3”) in cementmortar(1:6)inSuperstructurewithcleancoarse sand of F.M. 2 to2.5 including 10mm thick mortar joints,costof screening,raking out joints to 15 mm depth, curing,taxesandroyaltyallcompleteasperbuilding specification and direction of EJ.55641
21Providingdesignation 112 mm thick reinforced designation 100 A brick work vuith fly ash lime brick (FLAG)confirming toIS12894-1990 (9\"x4\"5\"x3\" )inC.M.(1.4)in superstructure with approvedquality of clean coarsesand of F.M. 2 to 2.5 including the cost of screening, carriage of materials,scaffolding,rakingoutjointsto15mmdepth, curing, taxes and royalty (but excluding the cost of reinforcement)allcompleteasperbuilding specificationand direction of EI56371
22Extra for providing & placing in position 2 no 6mm dia ms bar every 3rd corse of half brick masonary allcompleteasperbuilding specificationand direction of EIDSR 6.15
23Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering taxesroyalty all complete as per building specification and direction of E/I.){civil work=353.77+septic tank (2unit)=32.78)5.6.3
24Supplyingfittingandfixing35mmthicksolidcoretype decorativesingleleafflushdoorshutterwithbothside decorativeveneeredwithblackboardcorebendedwith highquality phenolformalclehydes synihetic resinof standardmakewithAluminiumfittings:suchashinges, towerbolts, hendle,cleatsandsandblocksandtaxesall conrplete as pebuilding specrfication and direction of E/I.48338
25Supplyingfihingandfixing35mm thicksoltdcoretype decorativedoubleleafflushdoorsltutterwithbothside decorativeveneeredwithblackboardcorebendedwith highquality phenolformalclehydes synihetic resinof standardmakewithAluminiumfittings:suchashinges, towerbolts, hendle,cleatsandsandblocksandtaxesall conrplete as pebuilding specrfication and direction of E/I.49799
26Providing and fixing wooden moulded beading to door and window frames with iron screws, plugs and priming coat onunexposed surface etc. complete DSR 9.40.2.1
27Providingand fixing bright finished brass 100 mm mortice latchandlock,ISImarked,withsixleversandapairof anodised (anodic coating not less than grade AC 10 as per IS : 1868) aluminium lever handles of approved quality with necessary screws etc. completeDSR9.103
28Providingand fixing aluminium hanging floor door stopper, ISI marked,anodised(anodiccoatingnot lessthan grade AC10asperIS :1868)transparentor dyedto required colour and shade, with necessary screws etc. complete.DSR 9.101.2
29Providing and fixing aluminium extruded section body tubulartype universal hydraulicdoor closer (having brand logowithISI,IS:3564,embossedonthebody,door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with doublespeedadjustmentwith necessary accessories and screws etc. complete.DSR9.84
30Providingand fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, havingbrandlogoembossedonthebody/platewith double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embeddingin floors asrequiredandmakinggoodthesamematchingtothe existingfloorfinishingandcoverplateswithbrasspivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.DSR21.4.1
31Steelworkwelded inbuiltupsections/ framed work, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.Ingratings,frames,guardbar,ladder,railings,brackets, gates and similar worksDSR 10.25.2
32Providing and fixing pressed steel door frames conforming toIS:4351,manufactured fromcommercialmildsteel sheetof1.60mm thickness,incIudinghinges, jamb,lock jamb,beadandifrequiredanglethresholdofmildsteel angleofsection50x25mm,orbasetiesof1.60mm, pressedmildsteelweldedorrigidlyfixedtogetherby mechanical means, including M.S. pressed butt hinges 2.5 mmthickwith mortarguards,lockstrike-plateandshock absorbersasspecifiedandapplyingacoatofapproved steel primer after pre-treatmentof the surface as directed by Engineer-in-charge:Fixing withcarbon steel galvanised dash fastener of required dia and size (to be paid for separately)DSR10.14.1.2
33Supplying,frttingandfixingM.S.grillmadeof20x6cmmM.S.flatasperapproveddesignanddrawing,properly fabrlcatedwith joints continuousfillet weldedand finished smooth,carriageofgrilltoworksite,hoisting asper building specification and direction of E/141034
34Supplying fitting and fixing glass panes including supplying putty, beads and nails after taking out old and broken glass panes and disposalof debris all complete as per building specification and direction of E/1.( 5.5 mm thick Glass )5.4.57.3
35providingandlaying,Doublechargevitrifiedfloortilesin differentsizes (thicknessto bespecifiedby Ihe manufacturer)with water absorption less than0.08% and conforming to IS 15622/ISO 13009 of approved make in all cotours and shades, laid on 20mm thick cement mortar 1 4 (1 cement:4coarsesand) jointing with grey cement slurry @3.3kg/sqmincludinggroutingthe jointswithwhite cementand matchingpigmentsetc., complete Size of tile 600x600 mm46879
36Providingandfixinggranite18mmthickgangsawcut, mirror polished, premouldedand prepolished, machine cut for flooring, kitchen platforms, vanity counters, window sills ,faciasandsimilarlocationsofrequiredsize,approved shade,colourandtexturelaidover20mmthickbase cementmortar1:4(1cement:4coarsesand),joints treatedwithwhitecement,mixedwithmatchingpigment, epoxytouchups, includingrubbing,curing,mouldingand polishing to edges to give high gloss finish etc. complete atall levels.(DSR8.2.2.2
37ProvidingandlayingPolishedGranitestoneflooringin required design and patterns, in linear as well as curvilinearportionsof the building all completeas per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4coarsesand)laidandjointedwithœmentslurryand pointing with white cement slurry admixed with pigment of matchingshadeincludingrubbing,curingandpolishing etc.allcompleteasspecifiedandasdirectedbythe Engineer-in-Charge.PolishedGranitestoneslabcolourofBlack,Cherry/Ruby Red or equivalentDSR11.56.1
38Providingedgemouldingto18mmthickmarble/granite stonecounters,Vanitiesetc., includingmachinepolishing toedgetogivehighglossfinishetc.completeasper design approved by Engineer-in-Charge.GRANITE WORKDSR 8.3.2
39Extraforprovidingopeningofrequiredsize&shapefor wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/Granite/stonework, includingnecessaryholesforpillartapsetc.including moulding, rubbing and polishing of cut edges etc.complete.(DSR 8.5
40Providingandfixingstoneslabwithtablerubbed,edges roundedand polished, of size 75x50 cm deep and 1.8 cm thick,fixedinurinalpartitions bycutting a chase of appropriatewidthwithchasecutterandembeddingthe stone inthechase withepoxygroutorwithcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineers in-chargeand finishedsmooth.Granite Stoneof approved shade(8.10.2)DSR 8.10.2
41Providingand laying1st quality Ceramicglazedwall tiles thickness to be specified by the manufacturer) in walls over 12mmcementmortar(1:3)andjointedwithgrey cement slurryflushpointedwithwhitecementincludingrubbing polishing and cost of curing, taxes and royalty all complete as per building specification and direction of E/I.(DSR 8.31)DSR 8.31
42Providing and laying 25mm. thick kotah stone slab flooring ofapprovedsize,textureandcolourover19mmthick baseoflimemorter(1:I:1)(Limeputty:surkhi:coarse sand ) laid over and jointed with grey cement slurry mixed withpigmenttomatchtheshadeoftheslabincluding rubbingandpolishingtogranolithicfinishwithapproved quailtyofcarborandumstoneincludingcostofcurring, taxes and royalty all complete as per building specification direction of E/I. 600x600mm Size.BCD-5.6.19
43Providing andlaying25mm.thickkotahstoneriserof steps,skirtingandpillersofapprovedsize,textureand colour over12 mm thickcement morter(1:3) and jointed with grey cementslurrymixedwith pigmentto matchthe shade ofthe slab including rubbingand polishing to granolithicfinishwithapprovedquailtyofcarborandum stone including cost ofcurring,taxes and royalty all complete asperbuildingspecification directionofE/I. 600x600mm Size. KOTA BCD- 5.6.20
44ProvidingandlayingCeramicglazedfloortilesofsize300x300mm(thicknesstobespecifiedbythe manufacturer)of1stqualityconformingtoIS:15622of approvedmakeincolourssuchasWhite,Ivory,Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1Cement:4Coarsesand),jointingwithgreycement slurry @ 3.3kg/sqmincluding pointing the joints with white cement and matching pigment etc., complete.DSR 11.37
45Providinggola75x75mmincementconcrete1:2:4(1 cement: 2 coarsesand: 4 stone aggregate10mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design \"DSR12.21
46Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand 4gradedstoneaggregateof20mmnominalsize)overP.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat ofneatcement,rounding theedgesandmaking and finishing the outlet complete.(DSR 12.22
47Water proofrng for Old and New Roof Slab :- Providing and layingwaterproofingtreatmentonroofslabbyapplying twoComponent,factorya designedreadytouse,acrylic modified flexiblematerialappliedwithbrush, rolleror spraywaterproofing coating as per manufacturerspecification-With following steps :-(a)surfacepreparation:-Provrdingandcleaningof concretesurfacetoremovedust,oil,greaseincluding removalofexistingloosepaint/coating,andcement laitance bycleaningwithcompressed air&waterjet including all materials, labour, tools complete. Ponding test tobedoneafterpluggingalloutletsandtobechecked from soffit to identify seepage, leakage. On identification of seepage,cementgroutingtobedonewithnonshrink expanding admixture of Sika India Pvt.Ltd./ MYK Schomberg / Dr Fixit/Fosroc or equrivallent. Providingandreparingofall cornersandjointssuchas those between the parapet wall and the roof slab etc shall bechamferedwith’150mmX’150mmfilletofmortar (Cement: sand - 1:4) admixed with acrylic polymer of Sika/ Fosroc/MYK Schomberg/Dr Fixit or equivalent Before chamfering a prime coat shall be given with the (e)Grooveof PCCsurfaceshouldbefilledwithPolysulphideSealant(Paid Separately)Brand- Sika India Pvt Ltd / MYK Schomberg / Dr Fixit/Fosroc slurryofacrylicpolymerRepairingsurfaceirregularities, damaged concretein base slab, dead cracks if any, with an acrylicpolymermodifiedrepair mortarincludinga coatof bonding agent of the same with cement slurry including all material, labour, tools complete.TheWatqrproofingBrand:*SiI
48Covering of treatedsurface wrth PCC :- Providing25 mm thickCementConcreteM20(1:1.5:3)raintainingslopein alternate 2 mlx 2 mt panels with aaproved quality of stone chips of 20 mm to 6 mm size graded and clcaned sand of F M 2 5 io 3 including screening,shuttering,and mixing cerite ntc0ncreteinmixer with admixture ofintegralwater proofingandplacingrnposition,strikirrg cLrring,t-a]glgnd royality all complete as per buildirrg specifictionJand direction of E/I.Panels that has been left should be casteci nextday.-lhere should be 6 mm gap between Panels.Brando Sika *Plastocrate pIus,MYK proof WP10, Fosroc- Conplast X421ic , Dr Frx,t Prdiproof LWr5.12.2
49Provrding andfillingofGroovebeMeen25mmPCC PanelswithPolyshlphideSealant(PoringGrade)asper drawings and technical specifications and dii-ection of E in Charge (with 1B% GST).Brand:-Sika- Polysulphide, Fosroc-I-hioflex600Dr.FixitPidisealPS(42P),MYKSealPSor Euivallent(5.12.8.
50Providing 12mmthickcementplaster(1:6)withclean coarse sand of F.M. 1.5 including screening, curing with all leadsandliftsofwater,scaffoldingtaxesandroyaltyall complete as per specification and direction of E/I.(internal+external)5.7.3
51Providing6mmthickcementplaster(1:4)inceilingwith cleancoarsesand of F.M. 1.5 includingscreening,curing withallleadsandliftsofwater,scaffoldingtaxesand royalty all complete as per specification and direction of E/I.5.7.6
52Providing and applying white cement based putty of averagethickness 1 mm, of approvedbrand and manufacturer,overtheplasteredwall surfacetopreparethe surface even and smooth completeDSR 13.80
53Providing 12mmthickcementplaster(1:3)withcleancoarse sand of F.M. 1.5 including screening, curing with all leadsandliftsofwater,scaffoldingtaxesandroyaltyall complete as per specification and direction of E/I.septic tank (2 unit)5.7.1
54Providing 1.5 mm cement punningincluding screening, curing with all leadsandliftsofwater,scaffoldingtaxesandroyaltyall complete as per specification and direction of E/I. septic tank (2 unit)40670
55Finishing walls with Acrylic Smooth exterior paint of requiredshade,Newwork(Twoormorecoatapplied@ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqmDSR 13.46.1
56Distempering with1stqualityacrylicdistemper,having VOC(VolatileOrganicCompound) contentlessthan50 grams/ litre, of approved brand and m anufacture, including applyingadditionalcoats whereverrequired,toachieveeven shade and colour.DSR13.81.2
57Providingandfixingaluminiumworkfordoors,windows, ventilatorsandpartitionswithextrudedbuiltupstandard tubular sections/ appropriate Z sections and other sections ofapprovedmakeconformingtoIS:733andIS:1285, fixing with dash fasteners of required dia and size, includingnecessaryfilling up the gaps at junctions,i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically whereverrequiredincludingcleatangle,Aluminiumsnap beadingfor glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directionsofEngineer-in-charge.(Glazing,panelingand dash fasteners to be paid for separately):(DSR21.1.1.2
58Forshuttersofdoors,windows&ventilatorsincluding providingandfixinghinges/pivotsandmakingprovision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powdercoatedaluminium(minimumthicknessofpowder coating 50 micron)DSR21.1.2.2
59Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse send : 6 graded stone aggregate 20 mm nominal size ) over 75 mm thick bed of dry brick ballast 40 mm nominal size ,wall rammed and consolidated and grouted with fine sand including necessary excavation, levelling & dressing & finishing the top smooth.5.3.8
60Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall bescrewed into the cast iron/ M.S. sheet box by means of3.3 mm dia round headed screws, one lock at the corners.Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.DSR 10.18
61Carriage of materialsand (upto 20km lead) {civil work=293.36 +septic tank (2unit)=26.26)
62S/chips (upto 20km lead){civil work=254.05 +septic tank (2unit)=16.24)
63Bricks (Upto 8 km lead ){civil work=98.68+septic tank (2unit)=13.54)
64cement+steel(upto 10km lead){civil work=160.62 +septic tank (2unit)=12.52)
65DEEP BOARINGCost of Drilind 200 mmx165mmx125 mtr.deep bore well in all kind of Soil and rock in ruralareaforinstalationofpumpset withHydrolicDTHRig machineall complete includingallmaterials,tools,drilingrig,aircompressureandequipmentsaswellas fule,lubricantsandcostoftransportationofrigmachineanndothervehicaluptoSite. (A)FROM 0.00m to 50.00 m below g.lPHED Page no-56 Item no.- M-1035
66(B) FROM 50.00m to 125.00 m
67(C)FROM 125.00m to 150.00 m
68Supplying, assembling, lowering and fixing in vertical position in borewell, unplasticizedPVCmediumwellcasing(CM)pipeof required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size diaPHED -M1048 PG-65
69DevelopmentoftubewellinaccordancewithIS:2800(partI)andIS:11189,to establish maximum rate of usable water yield withoutsand content (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well isfully developed, measuring yield of well by \"V\" notch method or anyother approved method, measuring static level & draw down etc. bystep draw down method, collecting water samples & getting testedin approved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools & accessoriesetc., all as per requirement and direction of Engineer in-chargePHED -M1042 PG-65
70Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm diaDSR 23.13.3
71Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewellasperIS:2800(partI),includingnecessarybolts&nutsofrequiredsize complete.200 mm clampDSR 23.14.3
72Supplying 100mm dis submersible pump sets confirming to 8034 and motor confirming to IS 9283 pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene/noryl impeller. Motor suitable for workingon415+10,3HP,50Hz,ACsupplywithcableguard,thurstcarbon/fiber bearing to withstand entire hydraulic thurst, water proof winding shall be provided. The pump set shall be suitable for diret coupling Pump shall have suitable outlet as permanufacturersdesign. Antithurststream linednon returnvalve shallbe provided with pump, 3 meter submersible copper conductor cable in single/double runshallbeprovidedwitheachpump.Submersiblepumpset100mmdia(with Polypropylene/Noryl Impeller) up to 20 stages2 HPSupply PHD pg. - 67 M 1055
73Supply fitting and fixing of standered make starter pannel Board with arrangement of all necsssury protection including all taxes , all complete job as per direction of E/I.DSR 23.13.3
74Supplying fitting and fixing 3 crore 4 sqmm Flat copper submersible cable FINOLEX / HEVELS make including all taxes ,royalty etcall complete job as per direction of E/I.DSR 23.14.3
75Supply fitting and fixing lowering 40 mm dia G.i. collumn pipe - do - do - all complete job as per direction of E/I.Supply PHD pg. - 67 M 1055
76Electrical work Wiring for light point/ fan point / exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed PVC conduit, with modular switch, modular plate, suitable GI box etc as required.(group C) JSR-1.3.3
77Wiring for light/ power plug with 2X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 1 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.JSR-1.5
78Wiring for light/ power plug with 4X4 sq. mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit alongwith 2 No 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required.JSR-1.6
79Wiring for circuit / submain wiring alongwith earth wire with the following sizesofFRPVCinsulatedcopperconductor,singlecorecablein surface/ recessed PVC conduit as required2x1.5sq mm + 1x1.5 sq mm earth wire1.7.1
802x2.5sq mm + 1x2.5 sq mm earth wire1.7.2
814x2.5sq mm + 2x2.5 sq mm earth wire1.7.8
824x10 sq mm + 2x6 sq mm earth wire.40550
83Supplyinganddrawingco-axialTVcableRG-6grade,0.7mmsolid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/PVC conduit as required.JSR-1.17
84Supplying andfixing offollowing sizes ofPVCconduit alongwith the accessoriesinsurface/recessincludingcuttingthewallandmakinggood the same in case of recessed conduit as required. (20 MM DIA)1.21.1
8525 MM DIA1.21.2
86Supplyingandfixingfollowingmodularswitch/socketontheexisting modular plate & switch box including connections but excludingmodular plate etc. as required. 5/6 amps one way switch1.24.1
8715/16 amp one way switch1.24.3
885/6 amp 3 pin socket outlet1.24.4
895/16 amp 6 pin socket outlet1.24.5
90TV anteena Socket Outlet1.24.7
91Supplyingandfixingsteppedtypeelectronicfanregulatoronthe existing modular plate switch box including connections but excluding modular plate etc. as required.JSR-1.25
92Supplyingandfixingmodularblankingplateontheexistingmodular plate & switch box excluding modular plate as required.JSR-1.26
93Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc as required. 1 or 2 Module (78mm x 78mm x 45mm) - For Telephone & TV outlet.1.27.1
944/5 Module (78mm x140mm x 50mm)1.27.2
956 Module (78mmX205mmx50mm)1.27.3
96Supplying and fixing 2 pin 5 Amp Ceiling rose on the existing junction box/ wooden block including connection etc as required.JSR-1.33
97Supplyingandfixingbrassbatten/angleholderincludingconnection etc. as required.JSR-1.34
98Supplying and fixing Dingdong sound call bell single phase, 230 volts, complete as required.JSR-1.36
99Installation,testingandcommissioningofceilingfan,includingwiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable, etc. as required.JSR-1.44
100Installation of exhaust fan up 450 mm sweep in the existing openingincludingmakingtheholetosuitthesizeofabovethefan, making good the damage, connection, testing, commissioning etc. asJSR-1.48
101Supplyingandfixing20amps,240volts, SPN industrialtype,socket outlet,with2poleandearth,metalenclosedplugtopalongwith20 amps“C” curve,SP, MCB,in sheetsteelenclosure,onsurfaceor in recess,withchainedmetalcoverforthesocketoutletandcomplete with connections, testing and commissioning etc. as required.JSR-2.18
102Supplyingandfixingfollowingways,horizontaltypethreepoleand neutral, sheet steel, MCB distributionboard,415 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 8 Way (4+24), Double Door Horizontal Type2.9.6
103Supplyingandfixing6Ampto32Amprating240volts,10KA \"C\" Curve Miniature Circuit Breaker suitable for inductive loads of followingpolesintheexistingMCBDBcompletewithconnections,testing and commissioning etc.,as required. 6 / 32 Amp Single Pole2.12.1
10440 Amp TPN2.12.9
105Supplying and fixingSingle pole blanking plate in the existing MCB DB complete etc. as required.JSR-2.13
106Supplyingandfixingoffollowingratingdoublepole(Singlepole& neutral),240 volts, resudual current circuit breaker (RCCB), having a sensivity current 30 miliampere in the existing MCB DB complete with connections, testing & commissioning etc as required.{40 Amps}2.16.2
107Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (with charcoal or coke andsalt) as required.JSR-3.4
108Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess forconnections etc. as requiredJSR-3.15
109Providingandfixing6SWGdiaG.I.wireonsurfaceorinrecessfor loopearthingalongwithexistingsurface/recessedconduit/submain wiring/ cable as required.JSR-3.18
110Supply of XLPE insulated PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor for working voltage upto and including 1100 volts. (conforming toIS-7098. (Part-I).4 core,16 sq.mm.JSR-MR-740
111Supplying and drawing of UTP 4 pair CAT 6 LAN Cable in the existing surface/ recessed Steel/ PVC conduit as required.{1 run of cable}DSR-1.53.1
112Laying of one number PVC insulated and PVC sheathed / XLPE power cableof1.1KVgradeoffollowingsizedirectingroundincluding excavation, sand cushioning, protective covering and refilling the trenchetc as required.Upto 35 sq. mmJSR 5.1
113Supplyingandmakingendterminationwithbrasscompressiongland andaluminiumlugsforfollowingsizeofPVCinsulatedandPVC sheathed/XLPEaluminiumconductorcableof1.1KVgradeasrequired.{4 X 16 sq. mm (28mm)}DSR-9.1.33
114SITC of following rating recess / surface mounted LED round / square shapedownlightluminariewithpressurediecasthousingforsingle phase supply voltage Luminarie shall be confirm to IS: 10322 part -5 / section -2 or IEC :62722 withh all neccesary accessories as required. Make:- Havells/Philips/Crompton/Wipro.18 /20 W LED Round Down Light (Surface)JSR-9.3.4
115Bulk Head fitting with 9/10Watt LED.JSR-M 869
116S.I.T.C offollowing ratingsurface mountedLEDTubeLighting Fitting Suitablefor230V50Hz,SinglePhaseSupplyetc.completeas10/12 W LED Tube LightJSR-9.5.1
11720/22 W LED Tube LightJSR-9.5.2
118SITCof 300mm(12\")Exhaustfan(Metalbody)suitableforsingle phase230volts,50Hz.,ACsupplycompletewithmotor, louvers/shutters etc. complete as required.Make :-Usha/Crompton / Havells .M-775
119Supply, Installation, Testing and Commissioning of following size fan 3 BladesconfirmingtoIS:374:2019includingwiringthedownrodsof strandedfor230V50Hz,singlephasesupplyetc.completeas required 1200 mm ( 48\") BLDC 5 Star rating 32W Ceiling FanJSR-9.4.3
120Sanitary Installation Supplying, fitting and fixing vitreous white glazed earthen ware I.W.C. Of parry Hindustan or any other I.S.S. Approved make with 100mm H.C.I. \"P\" trap 15liters C.I. Pull and let go flushing cistern of names or other I.S.S. Equipment make, complete with all fittings, C.I. or C.C. brackets 32mm alkathene/P.V.C. telescopic flush, pipe about 2 M long with one brass coupling and clamps G.I. chain and pull including supplying and fixing a pert of vitreous white glazed earthenwere were footrest to be fixed in floor 15mm C.I. body brass spindle stope cock of weight not less than 50grms, 15mm P.V.C. connection pipe 450mm long and the exposed pipe and cistern with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of E/I. (A) 580 mm long(c) With 10ltrlow level PVC cistern3.2.1 A(C)
121Supplying fitting and fixing 40mm high vitreous white glazed earthen E.W.C. With \"P\" trap of parry hindustan or any other approved I.S.S. Make including supplying and fixing 15 litres C.I. Mosquito proof low down flushing cistern of approved make with complete fittings With C.I. handle and R.S. or bracket with telescope flush pipe with brass coupling and plumbers joints spindle stop cock of approved uality weight not less than 450grams 15mm P.V.C. alkathene pipe 45cm long with brass coupling at both ends and white/ black plastic solid state seal and lead of commander/cuckoo or other I.S.S. make with hinges or screws etc. painting pipe and cistern etc. with 2 coats of approved pain over a coat of red oxide priming all complete as per specification anddirection of E/I.(b) With 10 ltr low level PVC cistern3.2.2 (1-B)
122ProvidingandfixingwashbasinwithC.I.rackets,15mmC.P.brasspillar taps, 32 mm C.P. brass waste of standard pattern, ncludingpainting of fittings and brackets, cutting and making good the walls wherever require :WhiteVitreousChinaWashbasinsize550x400mmwithapairof15mmC.P. brass pillar taps42919
123Supplying, fitting and fixing the following items complete with all materialsasperspecificationanddirectionofE/I.(a)glassshelfwithC.P. Brass rail.(i) 600X125mm glass shelf complete3.1.21.
124Providing and fixing PTMT Bottle Trap for Wash basin and sink. Bottle trap 31 mm single piece moulded with height of 270 mm, effective length of tail pipe 260mmfromthe centre of the waste coupling 77 mmbreadth with25 mm minimum water seal, weighing not less than 260 gms.DSR21 17.70.1
125Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour weighing not lessthan 105 gms. DSR 17.71
126Providing & fixingPTMT towel ring trapezoidal shape 215 mm long 200 mm wide with minimum distance of 37 mm from wall face with concealedfittings arrangement of approved quality and colour weighing not less than 88 gmsDSR17.72
127ProvidingandfixingC.P.brassbibcockofapprovedqualityconfirmingtoIS:8931DSR18.49
128ProvidingandfixingC.P. brassanglevalveforbasinmixerandgeyser points of approved quality conforming to IS 8931 a).{15 mm nominal bore}DSR18.53.1
129Providing and fixing toilet paper holder :C.P. brassDSR 17.34.1
130Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes. {75 mm diameter}12.41.1
131110 mm diameter12.41.2
132Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.110 mm12.42.1
133Single tee with door 110x110x110 mm12.42.3
134Bend 87.5° 110 mm12.42.5
135Shoe (Plain 110 mm)12.42.6
136Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 75mmdia12.43.1
137110 mm dia13.43.2
138ProvidingandfixingCPVCpipeshavingthermalstabilityforhotandcold watersupplyincludingallCPVCplainandbrassthreadedfittingsincluding fixing the pipe with clamps at 1.00 mt spacing. This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge.Internal work -Exposed on Wall(20 mm nominal outer dia pipes)43283
13925 mm nominal outer dia pipes43284
14032 mm nominal outer dia pipes43285
14140 mm nominal outer dia pipes43286
14250 mm nominal outer dia pipes43287
143ProvidingandfixingCPVCpipeshavingthermalstabilityforhotandcold watersupplyincludingallCPVCplainandbrassthreadedfittingsincluding fixing the pipe with clamps at 1.00 mt spacing. this includes jionting of pipes andfittingswithonestepCPVCsolventcementandthecostofcutting chases and making good the wall same including testing of joints complete as per the direction of engineer incharge Concealed work including cutting chases and making good the wall etc.15 mm nominal outer dia pipes43313
14420 mm nominal outer dia pipes43314
14525 mm nominal outer dia pipes43315
14632 mm nominal outer dia pipes43316
147Providingandfixinginposition 25mmdiametermosquitoproofcoupling ofapproved municipal design.17.3
148Providing and placing on terrace (at all floor levels) polyethylene waterstorage tank,ISI:12701marked,withcoverandsuitablelocking arrangement andmakingnecessaryholesforinlet,outletandoverflowpipesbutwithout fittings and the base support for tank.DSR- 18.48
149External plumbing work Providing and fixing G.I.pipes complete with G.I.Fittings including trenching and refilling etc.External Work{25mm nominalnominal bore}18.12.3
15032mm nominalnominal bore18.12.4
15140mm nominalnominal bore18.12.5
15250mm nominalnominal bore18.12.6
15365 mm nominal nominal bore18.12.7
154Providing&FixingofGardenhydrantoutletconsisting1No. 25mm dia. Ball valve,( Brass)for connecting rubber hose, pipes & fittings.DSR 18.18.3
155Providingandfixingofgunmetal gatevalvewithCI wheel of approved quality (screwed ends) 25 mm dia, nominal boreDSR 18.17.1
15650mm nominal bore18.17.4
15765mm nominal bore18.17.5
158ConstmctingmasonryChamber60x45x50cm,insidewith75 class designationbrickwork in cement mortar 1:5 (1 cement:5 fine sand) for water meter complete with C.I. Doble flap surface box400x200x200mm (inside)withlockingarrangementand RCC topslab1:2:4 mix (1 cement : 2 corasesand:4 graded stonraggregate 20mmnominalsize)necessaryexcavation foundationconcret1:5:10(1cement:5finesand:10graded stoneaggregate40mmnominalsize) andinsideplastering with cement mortor 1:3 (1 cement : 3 coarse sand) 12 mm thick finishedwithafloatingcoatofneatcementcompleteasper standard design.With F.P.S. bricksDSR 18.37.1
159PaintingGIpipesandfittingswithtwocoatsofanticorrosive bitumastic paint of approved quality {50 mm dia, nominal bore}DSR 18.40.6
16065 mm dia, nominal bore18.40.7
16180 mm dia, nominal bore18.40.8
162Providing and fixingG.I. union in G.I. pipe including cutting andthreading the pipe and making long screws etc. complete. 32 mm dia, nominal boreDSR 18.46.4
16340 mm dia, nominal bore18.46.5
16450 mm dia, nominal bore18.46.6
16565 mm dia, nominal bore18.46.7
166Providing& fixingin positionprecastRCCmanholecover and frame of reqd. shape and approved quality.EHD - 35,Circular shape560 internal dia.DSR 19.19.4.1
167ConstmctingmasonryChamber30x30x50cminside,inbrick work in cementmortar 1:4 (1 cement :4 coarse sand) for stop cock,withC.I.surfacebox100x100x75mm(inside)with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement 2coarsesand:4gradedstoneaggregate20mmnominal size), i/c necessaryexcavation,foundationconcrete1:5:10( 1 cement:5finesand:10gradedstoneaggregate40mm nominal size ) and insideplasteringwithcement mortar 1:3 (1 cement:3coarsesand)12mmthick,finishedwithafloating coat of neat cement complete as per standard designWithcommonburntclayF.P.S.(nonmodular)bricksofclass designation 7.5DSR 18.32.1
168ProvidingandfixingC.I.doubleactingairvalveofapproved quality with bolts, nuts, rubber insertions etc. complete(The tail pieces, tapers etc if required will be paid separately):50 mm dia18.59.1
169ProvidingandfixingsquaremouthSWgullytrapgrade’A\" complete Cl grating brick masonry chamber with bricks of class designation 75 and water tight Cl cover with frame of 300 x 300 mmsize (inside) the weight of cover to be not less than 13.00 kg and frame to be not less than 5 kg. as per standard design. (COVER MIN. 4.5 KG & FRAME MIN.2.7 KG )150x100mm size P type With FPS bricks19.4.2.1
170Providingand layingnon-pressureNP2class(light duty) RCC pipeswithcollarsjointedwith stiff mixtureof cementmortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete.150 mm dia RCC pipe19.6.2
171Providing andlayinginpositioncementconcreteofgrade excludingthecost of centeringand shuttering-all work up to plinth level {1:5:10} (1 cement : 5 coame sand : 10 graded ston aggregate 40 mm nominal size)DSR 4.1.10
172sient type D.G set of capacity 15 kvf three phase with amf panel Is/iec-60034-1 IS :1460 IS :13018(JESOR22)(m-889)(JESOR22)(m-889)
173Goods & Service Tax (G.S.T.) -
174Labour Cess -

AI Tender Summary

OUR REF NO 42265936
AUTHORITY Local Bodies
TENDER VALUE 1.43 Crore
LAST DATE 21-02-2024
Authority
Authority Name Zilla Parishad
Work Description Construction Of Primary Health Centre ( Phc ) At Ramakunda Block Topchanchi District Dhanbad
Basic Detail
Tender No Re10/2023-24/ZP/DE/DHANBAD/2nd
Bidding Type Tender
Location
City topchanchi
State Jharkhand
Key Dates
Publish Date 15 Feb 2024
Submission Date 21 Feb 2024
Open Date 23 Feb 2024
Finance
Tender Value 1.43 Crore
Tender Fee 10000
EMD 2.88 Lakhs
Exemption Not Available
Document List
BOQ_111442.xls
SBD_03.pdf
Tendernotice_1.pdf
87fadd3e-45e5-4a93-afd4-13f6ab065bc9.html

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Tender Timeline

Feb 15, 2024
11:30 IST

Tender Published

Tender notice published.

Completed
Feb 21, 2024
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Feb 23, 2024

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

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xls

BOQ_111442.xls

pdf

SBD_03.pdf

pdf

Tendernotice_1.pdf

html

87fadd3e-45e5-4a93-afd4-13f6ab065bc9.html

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