Tender For Narayanpur Block Full Coverage Rural Water Supply Scheme,Under Dw And S Division Jamtara On Turnkey Basis.
Tender Value
241.48 Crore
Estimated cost
Bid Submission
25 Nov 2022
0 days left
EMD
2.41 Crore
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
jamtara → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Narayanpur Block Full Coverage Rural Water Supply Scheme,Under Dw And S Division Jamtara On Turnkey Basis.
BOQ
| Sl. No. | Item Description |
| 1 | (Mechanical & Electrical at Intake) |
| 2 | Doing survey, Collecting field data, designing, getting it approved by competent authority and Rawwater pumping Machinery discharge of 6150 LPM against a total head of 147 M (2W +2S) with all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification ) |
| 3 | Raw water Pumpsets : Supplying, installing & commissioningof water lubricated, single/ multi stage, Radial/ Mixed flow, Vertical Turbine Pump having discharge against the total headof Kirloskar/ WPIL/ Mather & Platt make confirming to IS: 1710/1972 or latest, consisting of bowl assembly dynamically balanced bronze impellers, stainless steel pumpshaft and line shaft of 6m flanged column assembllies of 1.5m length and with 9mm thick MS fabricated column assembly, with strainers, prelubrication tank, Non reverse ratchet coupling, pressure gauge, Suitable size of NR valves, Sluice valves, Butterfly Valve & foot Valve with dismantling joint. Including Piping work for Delivery/ Suction line, common header, etc. coupled withTEFC & IE3 rated squirrel cage Induction Motor having 10% more BHP than that of pump, of Kirloskar/ ABB / BHEL/ CGL / Marathon makeconfirming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpmall completeas per standard specification and direction of E/I. |
| 4 | Discharge = 6150 Lpm, Head = 147 mand(2W + 2S ) |
| 5 | Starter : Supplying and erecting, , commissioning electronic soft starter conforming of IS: 13947 & IEc: 60947of three wine system to operate on 380/440 Volt, 3 phase, 50 Hz with no volt coil,1) Mian contactor AC- 3 Duty and 1.5 times of full load current rating.2) Suitable Thyristors3) Ammeter with selector switch and CTs.4) Motor protection relay with protection CTs for protection against, a) Single phasing (Current sensing) b) Under voltage and over voltage c) Phase reversal d) Over current relay having IDMT Characteristic. |
| 6 | Power Distribution Panel : Supply, Installation and Commissioning of Power control cum distribution cubical panel board(LT Panel), made of 2 mm thick, MS sheet of suitable size, dust and vermin proof consisting of following accessories. |
| 7 | a) Incoming feeder- 1600 A TPN 415V ACB with thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/ SIEMENS/ Schneider- 1no. |
| 8 | b) Outgoing feeder- 630A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- 4no. and 1no. Spare feeder. |
| 9 | c) Bus Bar- 4 pole1600A 415V copper strip bus bar enclosed in MS sheet, etc. all complete job- 1no. |
| 10 | d) Voltmeter- (0-500) volt, voltmeter with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 11 | e) Ammeter- Ammeter C.T. operated with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 12 | f) Indicating lamp LED - L&T/SIEMENS make in Red, Yellow and Green colour- 1set. |
| 13 | g) 32A & 63A MCB and 100A MCCB for light load & other loads of L&T/SIEMENS/ Schneider make- 2nos each. |
| 14 | h) APFC panel of required & suitable capacitor banks in standards stages with reactor coils for raising PF from 0.80 to 0.98, Including motor control relays, earth fault relay, over/leakage current relay,etc. all other safety relays. |
| 15 | Panel should be duly painted with two coats super enameled paint of approved colour one coat of red oxide primer and including internally wired with suitable size of copper control wire/cable, etc. all complete. |
| 16 | Cables : Supplying , laying and suitably terminating both ends with following cables:- |
| 17 | (a) Cost of400 Sq.M.M. x 3.5 core XLPE Aluminumarmoured 1.1 KV grade cable including laying on cable tray along gangway from Transformer to LTPanel in the Intakewell pump house. |
| 18 | (b) Cost of185 Sq.M.M. x 3.0 core XLPE 1.1 KVgrade solid/ stranded armoured copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors. |
| 19 | Lifting Equipment : Providing, erecting and commissioning of 5 Tonne single girder hand operated circular/ RectangularTravelling Crane with 6 m lift complete with chain pully block ISI marked and traveling trolly both tested for 50% over load including arrangement for longitudinal travel /circular travel and cross travel with wheel , hand chain , etc. all complete. |
| 20 | Earthing : Providing & erecting earthing for each motors and Stabiliser with suitable Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule. |
| 21 | Lighting : Supplying and doing electrical wiring and internal and external lightingi.e.lighting of gangway and ESS for Raw water plant with LED luminaries as required and as per direction of E/I. |
| 22 | Additional Items : Supplying and erecting of Lightening Arrester for pump house, Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and measuring toolsetc. as per requirement & direction of e/i followingIE rule. |
| 23 | Tansformer Installation: Cost of construction of DP structure in Rail/RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing, Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. forpower supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. |
| 24 | Air Break Switch : Supplying and erecting approved make thyrite H.T. outdoor type Gang Operated Air Break. Triple pole switch of required capacity with 3 post / pin type insulator per phase, mounted in horizontal or vertical position on provided cross arm with adequate length of G.I. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps. etc. Suitable for 11 KV line Rotating Type |
| 25 | Raw Water Rising Main |
| 26 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Raw water Rising Main (Please refer to Section 5,Sl. 3.1 of SBD) |
| 27 | EarthWorkinexcavation(As perI.S.3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meteraveragecoveroverthe socketofpipewithdisposal of excavated earth within initiallead andlife asper specificationand directionof Engineerin-charge(b) For classification of soil item -B |
| 28 | Earthworkinexcavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5 m as per specification and direction of E/I. |
| 29 | Supplying tools and cutting road as well restoring the same as per specification and direction of E/I a) Pucca Road (Except Black top only taken out material to be used ) for cutting road as per requirement. |
| 30 | Water Bound Macadam road (taken out material will be used) for cutting road as per requirment |
| 31 | Dismantling of cement concrete pavement (Dismantling of cement concrete pavement by mechnical means using penumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to lead of 1000 meters, atcking serviceable and unserviceable maerials separately) |
| 32 | PCC 1:3:6 in foundation ( Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) plain / Rainforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 33 | Earth work in back filling the trenches after laying of different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-charge.(For classification ofsoil item A & B) |
| 34 | DI Pipe : Providing and Supplying ISI mark Centrifugally cast (spun) Ductile iron 100 mm and above all diameter for water works with socket & spigot end confirming to IS 8329/2000 in the standard working length of 4.5, 5.5 & 6 m suitable for classification K-7 & K-9 Suitable for push-on-joint (Rubber gasket D jointing) with cement mortar lining inside the pipe with out side zinc and bittuminous coating including all other taxesinsurance including inspectioncharges and all taxes all complete. |
| 35 | 500 mm |
| 36 | ProvidingandsupplyingISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I.pipes including ED, CST, all taxes, etc. complete as per I.S. 9523 but excluding frieght. @5% |
| 37 | Plain/Rainforced cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M20 For Pipe Supporting Chair On Gangway. |
| 38 | Supplying labours, tools, tackles, lubricant etc. for laying and jointing DI/C.I.S/S tyton pipes (class LA) trenches supplying ( Confirming to I.S.S.-5382-1969) and making gasket joints including providing night guard ,barrier and red light to safe guard against accident, all complete and laying of pipes is to be done as per (I.S.S. 3114-1985) as per design, specification and direction of E/I.Without rubber gasket. |
| 39 | 500 mm |
| 40 | Supplying Labours, tools and tackles for testing of laid C.I./DIor U.P.V.C. or H.D.P.E. or A.C. pressure pipe upto 60 metre head of water all complete as per specification and direction of E/I. |
| 41 | 500 mm |
| 42 | Supplying, fitting and placing HYSD bar rainforcement in sub-structure complete as per drawing and technical specification. |
| 43 | Labour charge for one cutting of C.I/D.I pipe and specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. |
| 44 | 500 mm |
| 45 | Providing Double Flanged Sluice valve confirming for I.S. 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. complete. (without byepass) with E.D PN 1.6 |
| 46 | 500 mm |
| 47 | 150 mm Scour Valve |
| 48 | Supplying Labour and tools for fixing C.I. sluice valve in trenches withapairofC.I.Tail pieceincludingmakinglead caulkedjointsandflanged jointsasper I.S.S. specification,including supplyingalljointingmaterials (PigleadconfirmingtoI.S.S. 782-1978, yarn confirming to I.S.S.6587–1972 andnuts andboltsconfirmingtoI.S.S.1364 –1983)includingdrilling holes in flanges if required as perspecification anddirection ofE/I. |
| 49 | 500 mm |
| 50 | 150 mm Scour Valve |
| 51 | Providing and supplying air valves as per I.S. - 14845-2000 and M J P’s standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seting on moulded seat ring, inlet face and drilled, including all taxes (central and local), insurance, third party inspection charges, loading, unloading, transportation upto departmental storer Excluding GST Levied by GOI and GOM and all Respectetc. complete . |
| 52 | Lowering,layingandfixingin proper alignment and position all types of C.I. air valves as directed by Engineer –in–charge including cost of conveyancefromstoreto site ofwork,costofallmaterialand givingsatisfactoryhydraulic testingetc.complete. |
| 53 | Providing and supplying ISI Mark CI/DF Reflax Valves Non Return Valve of Following Dia Including all Taxes such as GST Leveed by GOI and GOM in all Respect railway freight inspection charge unlodeing from railway wagon , Loading into Truck Transportation upto departmental stroes/ Site unloading staciking etc. Complete . Reflax Valves as per IS 5312 Part-1 (1984) |
| 54 | Lowering,layingandjointingin position Following CI /DFReflex Valves /Buttery Fly Valves and Sluice Valve including cost of all labour jointing material , including nut bolt and giving satisfactroy hydraulic testing etc complete (rate for all class of Valves) . |
| 55 | Supply all materials & construction of Thrust Block where required . |
| 56 | ConstructionofB .W . masonryvalvechamber as per enclosed annexure |
| 57 | Water Treatment Plant (W.T.P.) |
| 58 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours and necessary equipment for designing & construction of Conventional WTP of 18.00 MLD capacity. With all complete job. (Please refer to Section 5,Sl. 2.3 of SBD) |
| 59 | Cost of 18.00 MLD Water Treatment Plant |
| 60 | Providing Full Bore Electromagnatic Flow Meter |
| 61 | 500 mm dia |
| 62 | Staff Quarters at WTP and UGR-02 |
| 63 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Provision of twin type Staff Quarter etc. all complete job.(Please refer to Section 5,Sl. 2.6 B of SBD) - 2 Unit |
| 64 | E/W in excavation in foundation renches inordinary soil (vide classification of soil i t e m - A) anddisposalof excavated earth obtained to a distance upto 50 Mincluding all liftleveling,rammingthe foundation trenches removing roots oftrees,shurbs all complete as per approved design,building specification and direction of E/I. |
| 65 | Providing coarseclean sand in filling in foundation trenches or in plinthincluding ramming & watering in layers not exceeding 150 mm thickwith all leads and lift including cost of all materials,labour, royalty and taxes all complete as per building specification & direction ofE/I.(mode of measurement compacted volume). |
| 66 | Providingdesignation75 A one brick flatsoling joints filled with localsandincludingcostof wateringtaxesroyaltyall complete as per building specification and direction of E/I. |
| 67 | Providing P.C.C.M -100 with nominalmixof(1:3:6)in foundation with approved quality of stone metal grade-III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5to 3 including screening,shuttering ,mixing,cement concrete in mixer & placing in position,vibrating,striking, curing, taxes & royalty all complete as per building specification&directionof Engineer-in-charge. |
| 68 | Providing designation 75 A brickworkin C.M.(1:6)in foundation &plinth with approvedquality ofclean coarse sand of F.M. 2 to 2.5 including providing10 mm thick mortar joints, cost of screening materials, rakingoutjoints to 15 mm depth,curing,taxes& royalty all complete as per building specification & direction of E/I. |
| 69 | Providing 25 mm thick damp proof coarse with cement concrete M-150 with nominal mixof(1:2:4)withapproved quality ofstonechipsof20 mm to6 mmsizegradedandclean coarsesandofF.M.2.5 to3 including screening, shuttering, mixingcement concrete in mixerwith5 %cicoorany other approved water proofing compound and placing in position,striking,curing,taxes & royaltyall complete as per buildingspecification &direction of E/I |
| 70 | Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality ofclean coarse sand of F.M . 2.0to 2.5 including providing 10 mm thick mortar joints,costofscreening, materials,scaffolding,raking out jointsto 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I. |
| 71 | Providing R.C.C.M- 150 with nominal mix of (1:2:4) in lintel withapprovedqualityofstone ships 20 mmto 6 mm.size graded &clean coarse sand of F.M .2.5to 3 including screening, centering, shuttering ,mixing cement concretein mixer&placinginposition vibrating, striking, curing (but excluding the cost of reinforcement),taxes & royalty all complete, as per building specification and direction of E/I. |
| 72 | Centering and Shuttering |
| 73 | Providingaverage63 mmthick R.C.C.M-150 with nominalmix of (1:2:4) chajja with approved quality ofstonechips 20 mmto 6 mmsizegraded &clean coarse sand of F.M. 2.5 to 3 including making drip course in concrete, screening ,centering, shuttering&mixingcement concrete in mixer & placing in position vibrating,striking, 6 mm cement plaster (1:4) in ceiling& sidesof chajjawith sandof F.M. 1.5,curing(but excluding the cost of reinforcement) taxes and royalty allcomplete as per building specification of E/I. |
| 74 | Centering and Shuttering |
| 75 | Door and Windows |
| 76 | shelves |
| 77 | Providing R.C.C. M-200 with nominal mix of (1:1:5:3) in roof slabwithapprovedqualityof stoneships 20 mm to6 mm size Graded & cleancoarse sand ofFM2.5 to 3.0including screening,centering,shuttering ,mixingcementconcrete in mixer&placinginposition, vibrating,striking, curing (but excluding the cost of reinforcement)taxes&royalty all complete as per building specification&directionof the E/I. |
| 78 | Centering and Shuttering |
| 79 | Supplying, fitting & fixing good quality,welldressed&well seasonedsalwoodworkin chaukhat in doors, windows, skylights,fanlightsandC/W celestial windows openings, including wedge over all clamps complete including application oftwo coats of wood preservative of approved qualityonthesurfacebutting walls & lintels all complete as per building specification & direction of the E/I. |
| 80 | Supplying fitting and fixing 250 x 20 x6 mmL-typeM.S.Clamp properlyfishtailed,including makingholesandsettingthe samein375 x125 x75 mm cement concrete block(1:2:4) withcost of alllabour and materialsandtaxes as per building specificationand direction of E/I . |
| 81 | Supplying fitting &fixing 38 mm thick good quality well dressed andwellseasonedSalwood battenedshutterledged & bracedindoorsandwindows withoxidizedironfittingsuch ashinges,slidingdoorbolts, towerbolts,handlesorrings, hooksandeyes,cleats,sand block asper schedule, taxes & royaltyall complete as per buildingspecification& direction ofEngineer –in- Charge |
| 82 | Supplying,fitting & fixing M.S. Grill made of 20 x 6 cmm M.S. Flat as per approved design & drawing properly fabricated with Joints continuous fillet weldedandfinishedsmooth, carriageofgrilltoworksite, hoisting as per the building specification and direction of E/I.(wherematerialsisnot supplied by the Deptt.) |
| 83 | Providing25 mm thick precast R.C.C.M-150 with nominalmix of(1:2:4)jaliwith approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mmthick M.S.wireasper approveddesign anddrawing and placingthesamein position truetoplumbandlevel andproperlygroutedwith cementmortar (1:3) including cost of curing,scaffoldingand finishingallcompleteas per building specificationand direction of E/I. |
| 84 | Providing andfixingfanhookof16 mmdiaM.S.bar1 meter long bent to required size and shape,placedinpositionand fixinginR.C.C.slab/beamat thetimeofcasting allcomplete as per buildingspecification anddirectionofE/I.(where material is not supplied by Deptt.). |
| 85 | Supplying,fittingandfixing M.S. grill gate with M.S. grills made of 20 x 6 mm M.S. flats or16 mm.M.S.squarebars fitted on25x 25x6mm. M.S. Angle frameof size 60x60x6mm including cost off abrication,providing necessary locking arrangement withhaskaland domny duly fixed in P.C.C. (1:2:4) blocks of requiredsize,applyingpriming red lead paint over steel work, taxes all complete as per drawing specification and direction of E/I. (when steel is not supplied by the Deptt.) |
| 86 | Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 includingscreening,curing with allleads&liftsofwater, scaffolding, taxes & royalty all complete as per building specification & direction of E/I. |
| 87 | Providing12 mmthickcement plaster(1:6)withcleancoarse sandofF.M.1.5 including screening, Curing with all leads & lifts of water, scaffolding, taxesand royalty all complete as per building specification & direction of E/I. |
| 88 | Providing 12 mm.cement plaster(1:3)withcleancoarse sandof F.M.1.5 including screening, curing with all leads &lifts of water,scaffolding, taxes and royaltyall complete as per building specification & direction of E/I. |
| 89 | Filling in foundation trenches &plinth in layers not exceeding 150 mm.thick well watered, rammed, fully compacted &fine dressed with earth obtained from excavation of foundation trencheswithin a leadof50 M&liftof 1.5 Mall complete as perbuilding specification& direction of E/I. (Mode of measurement compacted volume). |
| 90 | Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water)made ofwell burnt or Jhama bricks including ramming properly till compacted thickness is achieved,curing&carriageof water with all leads, making properslope&blending thetop with cement mortar (1:10) all complete as per building specification & direction of E/I. |
| 91 | Providing 25 mmthickfirst classpatentstoneflooring (1:2:4) with stone chips in two layers,bottomlayer19 mm thick (1:2:4) with 12 mm to 6 mmsizegradedstonechips and top layer 6 mm thick (1:2) with6 mmdownstonechips,in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes & royalty with all complete as per building specification & direction of E/I. |
| 92 | Providing designation 75 A brickonedgeflooringin cementmortar(1:4)withtop surface flush pointed in cement mortar(1:4)withapproved qualityofsandincluding the cost of curing, taxes, royalty all complete as per building specification and direction of E/I. |
| 93 | Providing two snowcem of approved shade and makeover cost of cement primer including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing, of floor and taxes allcomplete as per building specification and direction of E/I. |
| 94 | Colour washing two coats over a coat of white wash over new surface with approved quality oflimeincludingcostof cleaning surface thoroughly and removing the scales of smoke&moshmarkswith jhama rubbing, scaffolding, washing, of floor and taxes all complete as per building specification and direction of E/I. |
| 95 | Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make overnew wooden surface including preparingthesurfaceafter cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffoldingandtaxesall complete as per building specification & direction of E/I. |
| 96 | Providingprimeronecoatof red lead paint of approved make over new steel surface includingpreparingthesurface aftercleaning, removing dust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.(modeofmeasurement area shall be multiplied by the coefficient as indicated in building specification). |
| 97 | Providing two coats of painting with ready mixed paint of approvedshade& makeover steel surface includingcleaningthe surface thoroughly ,scaffolding& taxesall complete as per building specification & direction of E/I. |
| 98 | Providing Torsteel reinforcement of10 mm, 12 mmand16 mmdiabarsasper approved design and drawing excluding carriage of M.S. bars toworksite,cutting,bending, and binding with annealed wire withcostof wire,removalof rust,placingtherodsin position allcomplete asper building specificati n and direction of E/I. |
| 99 | Cement10KM lead |
| 100 | Steel 10KM lead |
| 101 | Sand 36KM lead |
| 102 | Bricks06KM lead |
| 103 | Stone/Stone chips 11KM lead |
| 104 | Metal11KM lead |
| 105 | (B) Water Supply and SanitationInstallation (Plumbing Work) - |
| 106 | Supplying and laying GI pipes of approved make in trenches with red lead and yarn with socket and screw joints and cutting pipes in size and threading ends where necessary including carriage of materials up to work site etc. all complete as per specification and direction of E/I. |
| 107 | i) 25mm GI. Pipe. |
| 108 | ii) 15 mm GI. Pipe. |
| 109 | Supplying materials and labours for fixing GI Pipes with red lead paints and yarn with screwed and sockted joints on wall, celling and floor including supplying of wall hooks of pipe clamp, wooden plugs, cutting pipe to size and threading ends where necessary all complete as per specification and direction of E/I. |
| 110 | i) 15 mm GI. Pipe |
| 111 | Supplying, fitting and fixing of GM ferrule of approved make in DI/CI main including drilling and tapping CI/DI main etc. all complete as per specification and direction of E/I. |
| 112 | Supplying and fixing GI fittings of approved make all complete as per direction of E/I. |
| 113 | (a) Elbow 15 mm dia |
| 114 | (b) Tee plane 15mm dia |
| 115 | (c) Nipple 15mm dia. |
| 116 | (d) Union Socket 25mm dia |
| 117 | (e) Union Socket 15mm dia |
| 118 | (f) Brass bib cock15mm dia |
| 119 | (g) C.I stop cock 15mm dia |
| 120 | (h) C.I. stop cock 25mm dia |
| 121 | (i) Reducing Socket 25x15mm |
| 122 | (j) Tee 25x25x15mm dia |
| 123 | Supplying, fitting and fixing vitreous white glazed earthen were I W C of parry Hindustan or any other I.S.S approved make with 100 mm HCI ‘P’ trap, 15 Liters CI pull and let go flushing cistern of names or otherISS equivalent make complete with all fittings C.I. or C.C brackets, 32 mm, alkathene /PVC telescopic flush pipe about 2 mtrs. long with one brass coupling and clamps, GI chain and pull including supplying and fixing a pair of vitreous white glazed earthen were footrest to be fixed in floor, 15 mm .CI body brass spindle, stop cock of weight not less than 50 grams, 15 mm. PVC connection pipe 450 mm. 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 irection of E/I. (510mm.long with 12.5 Liter low level PVCSystem). |
| 124 | Septic Tank and Soak Pit |
| 125 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item-B) and disposal of excavated earth as obtained to a distance up to 50 m including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I. |
| 126 | Providing coarse clean sand in filling 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, labours, royalty and taxes all complete as per building specification and direction of E/I. |
| 127 | Providing designation 75A one Brick flat soling, joints filled with local sand including cost of watering, tax, royalty all complete as per building specification and direction of E/I. |
| 128 | Providing P.C.C M150 with nominal mix of (1:2:4) in foundation with approved stone chips 20mm to 6mm size well graded and clean course sand of FM-2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, Vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 129 | Providing water proof cement plaster (1:3) with clean course sand of F.M- 1.5mm with 5% cico or any other approved water proofing compound including taxes and royalty all complete as per building specification and directions of E/I. |
| 130 | 19 mm thick |
| 131 | Providing designation 75A bricks work in C.M. in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm. thick mortar joints, cost of screening materials racking out joints to 15 mm. depth, curing taxes and royalty all complete as per building specification and direction of E/I. |
| 132 | B/W in C.m (1:4) |
| 133 | B/W 75-B in (1:6) for soak pit |
| 134 | Brick work in dry masonry for soakpit |
| 135 | Providing pre cast R.C.C. M-150 with nominal mix of (1:2:4) slab of desired size with approved quality of stone chips and clean coarse sand of FM 2.5 to 3 including curing, shuttering, carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement), taxes and royalty etc. all complete as per building specification and direction of E/I. |
| 136 | Providing for reinforcement as per approved design and drawing excluding carriage of tor rod to work site including cutting bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Specification and direction of E/I. |
| 137 | Supplying fitting and fixing P.V.C. Pipe/ P.V.C.fitting of approved make including earth work or providing scaffolding as the case may be all complete as per specification and direction of E/I. |
| 138 | 100 mm dia HCI Band |
| 139 | Supplying materials and labours and fixing 20mm dia M.S bar steps in wall of 0.3 m interval and staggered in (1:2:4) cement concrete including scaffolding and curing etc. all complete as per specification and direction of E/I. |
| 140 | Supplying all materials, labours, tools and tackles and 100mm dia R.C.C hume pipe and laying jointing, testing, earth work including carriage of materials etc. all complete. |
| 141 | Supplying 50mm size brick bats and filling in soak pit including carriage and labours etc. all complete as per direction of E/I. |
| 142 | Supplying materials and labours for constructing inspection chamber of designation class 75 B bricks size 750mm deep, 600x450mm internal dimension having 250mm wall thickness in cement mortar (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x475 mm G.I. Cover With frame ( Weight not less than 36 Kg.) along with earth work in excavation and 80mm thick P.C.C. (1:3:6) in foundation and refilling all complete as per specification and direction of E/I |
| 143 | Carriages of materials |
| 144 | Carriageofmaterialsfrom divisionalstoreorkilnsiteor quarry site to worksite including contract profit,loading ,unloading , transportation, etc. all complete. |
| 145 | Cement10 KM lead |
| 146 | Sand 36 KM lead |
| 147 | Stone chips 11 KM lead |
| 148 | Bricks06 KM lead |
| 149 | Steel10 KM lead |
| 150 | Electrical Works |
| 151 | Wiring for light point with 1.5 sq. mm pvc insulated multi stand copper conductors cable on surface pvc casing capping as required |
| 152 | Short point |
| 153 | medium point |
| 154 | long point |
| 155 | Wiring for fan point with 1.5 sq mm pvc insulated M/S copper conductor cable on surface pvc casing capping as required long point |
| 156 | Wiring for 5 pin 5 amp. plug point with 1.5 sq. mm pvc insulated M/S copper conductors cable on surface pvc casing capping including P/F 5 pin 5 amp. socket outlet and 5 amp. switch earthling the 3rd pin etc as per required. |
| 157 | Wiring for 3 pin 15 amp. plug point with 4 sq. mm pvc insulated M/S copper conductor cable on surface pvc cashing capping including P/F 3 pin 15 amp. switch socket combined earthling the 3rd pin as required Extra long point |
| 158 | Wiring for circuit wiring with 2x2.5 sq, mm pvc insulated M/S copper conductor cable on surface pvc casing capping as required. |
| 159 | Wiring for sub main with 2x 10 sq. mm pvc insulated M/S copper conductor cable on surface pvc casing capping including connections as required. |
| 160 | S/F 32 amp. hush type D.P switch including connection etc as required. |
| 161 | S/F 32 amp. main switch fuse unit including holes on the band connection and earthling the body as required |
| 162 | S/F batten or angle holder complete including connection etc. as required |
| 163 | S/F twin twisted flexible wire for connection of tube light and fan as required. |
| 164 | S/F following size sun mica sheet cutting and fixing under switch socket |
| 165 | 8\" x 6\" |
| 166 | 12\" x 18\" |
| 167 | 8\" x 12\" |
| 168 | S/F indicator light as required |
| 169 | S/F fuse on the board as required |
| 170 | S/F earthling with earth plate 600 x 600 x 30mm thick with masonry enclosures on the top as required |
| 171 | Extra for wiring salt and charcoal for copper earthling as required. |
| 172 | S/F bulk head fitting suitable for 100 watt lamp as required. |
| 173 | Earthing with G.I. earth pipe 4.5 M long 40mm dia including accessories and providing masonry enclosure with copper plate having locking arrangement and watering pipe etc with charcoal ,salt all complete as per electrical rule |
| 174 | Supplying, fitting and fixing 5 amp ceiling rose on the existing junction |
| 175 | (Mechanical & Electrical at WTP) |
| 176 | Doing survey, Collecting field data, designing, getting it approved by competent authority and Clearwater pumping Machinerywith all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification ) |
| 177 | Clear water Pumpsets : Supplying, installation & commissioningof water lubricated, Horizontal spit casing/Multistage centrifugal pump [make: Kirloskar/ WPIL / Mather & Platt] as per IS: 5120, capable for required discharge against total head coupled with energy effecient TEFC & IE3 squirrel cageinduction motor conforming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm having IE3 rating [make: Kirloskar / ABB / BHEL / CGL/Marathon] with a suitable Type coupling (UNIQUE make) and mounted on a common M.S.fabricated Base plateincluding construction of foundation, erection and doing alignment ,with pressure gauge, Suitable size of NR valves, Sluice valves, Butterfly Valve & foot valve and stainer, Piping work for Suction & Delivery line, common header & other piping works, standard fittings all complete as per site requirement and direction of E/I. |
| 178 | WTP to Part-1 :- Discharge = 6150 LPM, Head = 90 m and(2W + 2S ) |
| 179 | Starter: Supplying and errecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz [consisting of confirming IS-13947 & IEC-60947] 1)Main contractor AC - 3 Duty and 1.5 times of full load current rating. 2)Suitable Thyristors 3)Ammeter with selector switch and CTs.4)Motor protection relay with protection CTs for against, a) Single phasing (current sensing) b) Under voltage and over voltage c) phase reversal d) Over current relay having IDMT Characteristic. |
| 180 | Power Distribution Panel : Supply, Installation and Commissioning of Power control cum distribution cubical panel board (LT Panel), made of 2 mm thick, MS sheet of suitable size, dust and vermin proof consisting of following accessories. |
| 181 | a) Incoming feeder- 1600 A TPN 415V ACB with thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/ SIEMENS/ Schneider- 1no. |
| 182 | b) Outgoing feeder- 5 nos. 500A TP 415V MCCBhaving thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider-with 1no. Spare feeder each. |
| 183 | c) Bus Bar- 4 pole1600A 415V copper strip bus bar enclosed in MS sheet, etc. all complete job- 1no. |
| 184 | d) Voltmeter- (0-500) volt, voltmeter with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 185 | e) Ammeter- Ammeter C.T. operated with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 186 | f) Indicating lamp LED - L&T/SIEMENS make in Red, Yellow and Green colour- 1set. |
| 187 | g) 32A MCB, 63A & 100A MCCB for light load, WTP and other utility loads of L&T/SIEMENS/ Schneider make- 2no each. |
| 188 | h) APFC panel of required and Suitable capacitor banks in standards stages with reactor coils for raising PF from 0.80 to 0.98,etc. all complete. Including motor control relays, earth fault relay, over/leakage current relay,etc. all other safety relays. |
| 189 | Panel should be duly painted with two coats super enameled paint of approved colour one coat of red oxide primer and including all type of relays with internally wired with suitable size of copper control wire/cable, etc. all complete. |
| 190 | Cables : Supplying , laying and suitably terminating both ends with following cables:- |
| 191 | (a) Cost of400 Sq.M.M. x 3.5 core XLPE Aluminumarmoured 1.1 KV grade cable including laying on cable tray from Transformer to LT Panel in the WTP pump house with suitable number of runs. |
| 192 | (b) Cost of150 Sq.M.M. x 3.0 core XLPE 1.1 KVgrade solid/ stranded armoured copper conductor with 6 mm thick cable including laying on wall/floor from LTPanel to Starter & Motors. |
| 193 | Lifting Equipment : Providing, erecting and commissioning of 3 Tonne single girder HandOperated Circular/Rectangular Travelling Crane with 6 m lift complete with Chain pully Block ISI Marked and traveling trolly both tested for 50% over load including arrangement for longitudinal travel / Circular travel and cross travel with wheel , hand chain , etc. , all complete . |
| 194 | Earthing : Providing & erecting earthing for each motors and Stabiliser with suitable Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule. |
| 195 | Additional Items : Supplying and erecting lightening arrester for pump house 2 nos. Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and measuring tools tools etc. as per requirement, standards and IE rule. |
| 196 | Tansformer Installation: Cost of construction of DP structure in Rail/RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing, Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. forpower supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. |
| 197 | Air Break Switch : Supplying and erecting approved make thyrite H.T. outdoor type Gang Operated Air Break. Triple pole switch of required capacity with 3 post / pin type insulator per phase, mounted in horizontal or vertical position on provided cross arm with adequate length of G.I. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps. etc. Suitable for 11 KV line Rotating Type |
| 198 | Clear Water Rising Main |
| 199 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Laying of Clear water Rising Main (Please refer to Section 5,Sl. 3.1 of SBD) |
| 200 | EarthWorkinexcavation(As perI.S.3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meteraveragecoveroverthe socketofpipewithdisposal of excavated earth within initiallead andlife asper specificationand directionof Engineerin-charge(b) For classification of soil item -B |
| 201 | Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I. |
| 202 | Supplyingtoolsandcutting roadaswellrestoring thesame as per specificat i o n and direction of E/I a) Pucca Road (ExceptBlacktoponlytaken outmaterialtobeused)for cuttingroadasper requirement. |
| 203 | Water Bound Macadam road (taken out materialwill be used) for cutting road as per requirement |
| 204 | Dismantling of cement concrete pavement (Dismantling of cement concrete pavement by mechanical means using penumatic tools, breakingto pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately) |
| 205 | PCC M 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)plain/Rainforced cement concrete in open foundation complete as per drawing and technical specifications.PCC Grade M15 |
| 206 | Earthwork inback filling the trenches after laying differenttypesandsizesof pipes with earthremoved duringexcavationwithininitial leadandliftasperspecification anddirection of Engineer-in-Charge(for classification ofSoilitemA&B) |
| 207 | Supplying centrifugallycast (spun) ductile iron pressure pipeforwatersupply with socket andspigotends confirmingto IS8329/2000in standardlengthsofclass K-9suitablefor push on joint (Rubber gasket jointing) withcement mortarlining oninsidesurfaceand outsidezinccoatingwith bituminouspaintincluding all othertaxesinsuranceincluding inspectionchargesandall taxesallcomplete |
| 208 | 100 mm |
| 209 | 150 mm |
| 210 | 200 mm |
| 211 | 250 mm |
| 212 | 300 mm |
| 213 | 350 mm |
| 214 | 400 mm |
| 215 | 450 mm |
| 216 | 500 mm |
| 217 | ProvidingandsupplyingISI standardD.I. specials& fitting withsealingrubbergasketof S.B.R.completewithcastiron follower gland and M.S. nut & boltscoatedorotherwise protected from rusting and suitable for D.I. pipes includingED, CST, all taxes, etc. coplete as per I.S. 9523 but excluding frieght. |
| 218 | 100 mm to 300 mm |
| 219 | 350 mm to 450 mm |
| 220 | 500 mm |
| 221 | Supplyinglabours,tools , tackles, lubricant etc for laying andjointing DI / C.I.S/STyton pipes (class LA) trenches supplying(confirmingto I.S.S.-5382-1969)andmaking gasketjoints including providing night guard ,barrier andredlighttosafeguard against accident ,allcompleteand layingofpipesistobedoneas per (I.S.S.3114-1985) asper design ,specificationand direction of E./I. Without rubber gasket . |
| 222 | 100 mm |
| 223 | 150 mm |
| 224 | 200 mm |
| 225 | 250 mm |
| 226 | 300 mm |
| 227 | 350 mm |
| 228 | 400 mm |
| 229 | 450 mm |
| 230 | 500 mm |
| 231 | Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.Eor A.C pressurepipe up to 60 meter head of water all complete as per specification andection of E/I |
| 232 | 100 mm |
| 233 | 150 mm |
| 234 | 200 mm |
| 235 | 250 mm |
| 236 | 300 mm |
| 237 | 350 mm |
| 238 | 400 mm |
| 239 | 450 mm |
| 240 | 500 mm |
| 241 | Labour charge for one cutting of C.I/ D.Iand specials including suppying supplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I |
| 242 | 100 mm |
| 243 | 150 mm |
| 244 | 200 mm |
| 245 | 250 mm |
| 246 | 300 mm |
| 247 | 350 mm |
| 248 | 400 mm |
| 249 | 450 mm |
| 250 | 500 mm |
| 251 | ProvidingDoubleFlanged SluicevalveconfirmingforIS 2906/14846includingworn gear arrangements aspertest pressurestainlesssteel spindle, caps including all transportation etc.complete . (without bypass) with E.D PN 1.6 |
| 252 | 100 mm |
| 253 | 150 mm |
| 254 | 200 mm |
| 255 | 250 mm |
| 256 | 300 mm |
| 257 | 350 mm |
| 258 | 400 mm |
| 259 | 450 mm |
| 260 | 500 mm |
| 261 | 100 mm Scour Valve |
| 262 | 150 mm Scour Valve |
| 263 | Supplying Labour and tools for fixing C.I. sluice valve in trenches withapairofC.I.Tail pieceincludingmakinglead caulkedjointsandflanged jointsasper I.S.S. specification,including supplyingalljointingmaterials (PigleadconfirmingtoI.S.S. 782-1978, yarn confirming to I.S.S.6587–1972 andnuts andboltsconfirmingtoI.S.S.1364 –1983)includingdrilling holes in flanges if required as perspecification anddirection ofE/I. |
| 264 | 100 mm |
| 265 | 150 mm |
| 266 | 200 mm |
| 267 | 250 mm |
| 268 | 300 mm |
| 269 | 350 mm |
| 270 | 400 mm |
| 271 | 450 mm |
| 272 | 500 mm |
| 273 | 100 mm Scour Valve |
| 274 | 150 mm Scour Valve |
| 275 | Providing and supplying air valves as per I.S. - 14845-2000 and M J P’s standard specifications double orifice type combined with isolating sluice valve, mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seting on moulded seat ring, inlet face and drilled, including all taxes (central and local), insurance, third party inspection charges, loading, unloading, transportation upto departmental storer/ site, etc. complete . |
| 276 | (SingleBall Flanged Type Air Valve P.N 1.6 Dia-25 mm (From 100mm to 200 mm ) |
| 277 | (SingleBall Flanged Type Air Valve P.N 1.6 Dia-50 mm (From 250mm to 350 mm ) |
| 278 | (DoubleBall Flanged Type Air Valve P.N 1.6 Dia-100 mm (From 400mm to 450 mm ) |
| 279 | Lowering,layingandfixingin properalignment andposition all types of C.I. air valves as directedbyEngineer –in–charge including cost of conveyancefromstoreto site ofwork,costofallmaterialand givingsatisfactoryhydraulic testingetc.complete. |
| 280 | (SingleBall Flanged Type Air Valve P.N 1.6 Dia-25 mm (From 100mm to 200 mm ) |
| 281 | (SingleBall Flanged Type Air Valve P.N 1.6 Dia-50 mm (From 250mm to 350 mm ) |
| 282 | (DoubleBall Flanged Type Air Valve P.N 1.6 Dia-100 mm (From 400mm to 450 mm ) |
| 283 | Providing, installing and giving satisfaction field testing of flanged ends Bulk water meter of following type and as mentioned below in (a) and (b) with FGI -250 cast iron body, class \"B\" confirming to I.S. 2373 orasperISO 4064, markedtoreadinmetric system, along with manufacturer\"s test a n d guaranteecertificateincluding costofallmaterialwithISI markorEECmark Enclosed type as per IS2373 |
| 284 | 100 mm |
| 285 | 150 mm |
| 286 | 200 mm |
| 287 | Supply all materials & construction of Thrust Block where required as per enclosed Annexure-2 |
| 288 | 100 mm |
| 289 | 150 mm |
| 290 | 200 mm |
| 291 | 250 mm |
| 292 | 300 mm |
| 293 | 350 mm |
| 294 | 400 mm |
| 295 | 450 mm |
| 296 | ConstructionofB .W . masonryvalvechamber as per enclosed annexure |
| 297 | Clear Water Sump (UGR 01, 02) |
| 298 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours andequipment for designing & construction ofGround Service Reservoir (SUMP) all complete job. (Please refer to Section 5,Sl.2.8.1 of SBD) |
| 299 | Capacity of UG Sump-01 of1200 KL |
| 300 | Capacity of UG Sump-02 of830 KL |
| 301 | (Mechanical & Electrical at UG SUMP-01) |
| 302 | Doing survey, Collecting field data, designing, getting it approved by competent authority and Clearwater pumping Machinery with all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification ) |
| 303 | Clear water Pumpsets : Supplying, installation & commissioningof water lubricated, Horizontal spit casing/Multistage centrifugal pump [make: Kirloskar/ WPIL / Mather & Platt] as per IS: 5120, capable for required discharge against total head coupled with energy effecient TEFC & IE3 squirrel cageinduction motor conforming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm having IE3 rating [make: Kirloskar / ABB / BHEL / CGL] with a suitable Type coupling (UNIQUE make) and mounted on a common M.S.fabricated Base plateincluding construction of foundation, erection and doing alignment ,with pressure gauge, Suitable size of NR valves, Sluice valves, Butterfly Valve & foot valve and stainer, Piping work for Suction & Delivery line, common header & other piping works, standard fittings all complete as per site requirement and direction of E/I. |
| 304 | UGR-01to Part-2 :- Discharge = 3705 LPM, Head = 101 m (2W+2S) |
| 305 | FASD STARTER : Supplying and errecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no volt coil, overload relay and ON OFF push buttons with necessary materials and connected to supply etc. all complete. |
| 306 | 135 HP |
| 307 | Power Distribution Panel : Supply, Installation and Commissioning of Power control cum distribution cubical panel board (LT Panel), made of 2 mm thick, MS sheet of suitable size, dust and vermin proof consisting of following accessories. |
| 308 | a) Incoming feeder- 630 A TPN 415V MCCB with thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/ SIEMENS/ Schneider- 1no. |
| 309 | b) Outgoing feeder- 400A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- 4no. and 1no. Spare feeder. |
| 310 | c) Bus Bar- 4 pole630A 415V copper strip bus bar enclosed in MS sheet, etc. all complete job- 1no. |
| 311 | d) Voltmeter- (0-500) volt, voltmeter with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 312 | e) Ammeter- Ammeter C.T. operated with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 313 | f) Indicating lamp LED - L&T/SIEMENS make in Red, Yellow and Green colour- 1set. |
| 314 | g) 32A MCB and 63A MCCB for light load and other utility loads of L&T/SIEMENS/ Schneider make- 2no each. |
| 315 | h) APFC panel of required and Suitablecapacitor banks in standards stages with reactor coils for raising PF from 0.80 to 0.98,etc. all complete. Including motor control relays, earth fault relay, over/leakage current relay,etc. all other safety relays. |
| 316 | Panel should be duly painted with two coats super enameled paint of approved colour one coat of red oxide primer and including all type of relays with internally wired with suitable size of copper control wire/cable, etc. all complete. |
| 317 | Cables : Supplying , laying and suitably terminating both ends with following cables:- |
| 318 | (a) Cost of400 Sq.M.M. x 3.5 core XLPE Aluminumarmoured 1.1 KV grade cable including laying on cable tray from Transformer to LT Panel in the WTP pump house with suitable number of runs. |
| 319 | (b) Cost of95 Sq.M.M. x 3.0 core XLPE 1.1 KVgrade solid/ stranded unarmoured copper conductor with 6 mm thick cable including laying on wall/floor from LTPanel to Starter & Motors. |
| 320 | Lifting Equipment : Providing, erecting and commissioning of 3 Tonne triple spur gear type Chain Pulley Block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift, tested to 50% over load as per IS 3832 carrying ISI mark., etc. , all complete . |
| 321 | Earthing : Providing & erecting earthing for each motors and Stabiliser with suitable Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule. |
| 322 | Lighting : Supplying and doing electrical wiring and internal and external lightingi.e.Lighting for entire plant area at clear water plant with LED luminaries as required and as per direction of E/I. |
| 323 | Additional Items : Supplying and erecting lightening arrester for pump house, Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and measuring tools tools etc. as per requirement, standards and IE rule. |
| 324 | Tansformer Installation: Cost of construction of DP structure in Rail/RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing, Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. forpower supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. |
| 325 | Air Break Switch : Supplying and erecting approved make thyrite H.T. outdoor type Gang Operated Air Break. Triple pole switch of required capacity with 3 post / pin type insulator per phase, mounted in horizontal or vertical position on provided cross arm with adequate length of G.I. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps. etc. Suitable for 11 KV line Rotating Type |
| 326 | (Mechanical & Electrical at UG SUMP-02) |
| 327 | Doing survey, Collecting field data, designing, getting it approved by competent authority and Clearwater pumping Machinery with all complete job (Please refer to Section 5,Sl. 2.4 of SBD for detailed specification ) |
| 328 | Clear water Pumpsets : Supplying, installation & commissioningof water lubricated, Horizontal spit casing/Multistage centrifugal pump [make: Kirloskar/ WPIL / Mather & Platt] as per IS: 5120, capable for required discharge against total head coupled with energy effecient TEFC & IE3 squirrel cageinduction motor conforming to IS: 325 & IS: 12615, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm having IE3 rating [make: Kirloskar / ABB / BHEL / CGL] with a suitable Type coupling (UNIQUE make) and mounted on a common M.S.fabricated Base plateincluding construction of foundation, erection and doing alignment ,with pressure gauge, Suitable size of NR valves, Sluice valves, Butterfly Valve & foot valve and stainer, Piping work for Suction & Delivery line, common header & other piping works, standard fittings all complete as per site requirement and direction of E/I. |
| 329 | UGR-02to Part-3 :- Discharge = 2600 LPM, Head = 140 m (2W + 2S ) |
| 330 | FASD STARTER : Supplying and errecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no volt coil, overload relay and ON OFF push buttons with necessary materials and connected to supply etc. all complete. |
| 331 | a)135 HP |
| 332 | Power Distribution Panel : Supply, Installation and Commissioning of Power control cum distribution cubical panel board (LT Panel), made of 2 mm thick, MS sheet of suitable size, dust and vermin proof consisting of following accessories. |
| 333 | a) Incoming feeder- 630 A TPN 415V MCCB with thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/ SIEMENS/ Schneider- 1no. |
| 334 | b) Outgoing feeder- 400A TP 415V MCCB having thermal release range, adjustable and breaking capacity with rotary operating mechanism handle of make L&T/SIEMENS/ Schneider- 4no. and 1no. Spare feeder. |
| 335 | c) Bus Bar- 4 pole630A 415V copper strip bus bar enclosed in MS sheet, etc. all complete job- 1no. |
| 336 | d) Voltmeter- (0-500) volt, voltmeter with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 337 | e) Ammeter- Ammeter C.T. operated with selector switch of IMP/L&T/AE or of equivalent approved make. |
| 338 | f) Indicating lamp LED - L&T/SIEMENS make in Red, Yellow and Green colour- 1set. |
| 339 | g) 32A MCB and 63A MCCB for light load and other utility loads of L&T/SIEMENS/ Schneider make- 2no each. |
| 340 | h) APFC panel of required and Suitablecapacitor banks in standards stages with reactor coils for raising PF from 0.80 to 0.98,etc. all complete. Including motor control relays, earth fault relay, over/leakage current relay,etc. all other safety relays. |
| 341 | Panel should be duly painted with two coats super enameled paint of approved colour one coat of red oxide primer and including all type of relays with internally wired with suitable size of copper control wire/cable, etc. all complete. |
| 342 | Cables : Supplying , laying and suitably terminating both ends with following cables:- |
| 343 | (a) Cost of400 Sq.M.M. x 3.5 core XLPE Aluminumarmoured 1.1 KV grade cable including laying on cable tray from Transformer to LT Panel in the WTP pump house with suitable number of runs. |
| 344 | (b) Cost of95 Sq.M.M. x 3.0 core XLPE 1.1 KVgrade solid/ stranded unarmoured copper conductor with 6 mm thick cable including laying on wall/floor from LTPanel to Starter & Motors. |
| 345 | Lifting Equipment : Providing, erecting and commissioning of 3 Tonne single girder hand opreted circular /Rectangular travelling crane with 6 m lift complete with chainpully block ISI marked and travelling trolly both tested for 50% over load including arrangement for longitudional travel/ circular travel and cross travel with wheel hand chain etc. all complete. |
| 346 | Earthing : Providing & erecting earthing for each motors and Stabiliser with suitable Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule. |
| 347 | Lighting : Supplying and doing electrical wiring and internal and external lightingi.e.Lighting for entire plant area at clear water plant with LED luminaries as required and as per direction of E/I. |
| 348 | Additional Items : Supplying and erecting lightening arrester for pump house, Fire fighting system, emergency light with inverter and battery, display boards at pumphouse and ESS, safety gadgets e.g. hand gloves, gumboot, helmet, First aid box, insulation pad near each electrical controls and equipments, maintenance and measuring tools tools etc. as per requirement, standards and IE rule. |
| 349 | Tansformer Installation: Cost of construction of DP structure in Rail/RSJ Pole for above mention transformer with different type of MS channels, M.S. angles, brackets, insulators, AB Switch, three set of horn gap fuse, DO fuse, disc & pin insulator, lightening arrester with earthing, stay sets, nut bolts, fabrication work required for the job, cost of earthing of transformer (Two nos., one no. for neutral and one for body) with all required material, technicians, labours, Grouting, PCC work, fencing, Danger board, testing of transformer oil, fitting, fixing, connecting with HT/LT lines, etc. forpower supply, etc. all complete as per I.E. rules and specification of Jharkhand state electricity board. |
| 350 | Air Break Switch : Supplying and erecting approved make thyrite H.T. outdoor type Gang Operated Air Break. Triple pole switch of required capacity with 3 post / pin type insulator per phase, mounted in horizontal or vertical position on provided cross arm with adequate length of G.I. pipe for operating handle erected on extended square shaft. the operating handle provided with lock and key at suitable height from ground with necessary clamps. etc. Suitable for 11 KV line Rotating Type |
| 351 | Boundary wall with Gate (1759 RMT) including 14 Nos. Gate |
| 352 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authority Construction of Compound wall for WTP , ESR , Sump , etc. all complete job.(Please refer to Section 5,Sl. 2.9 of SBD) |
| 353 | Earth work in excavation in foundation trenches in hard soil (Vide classification soil item B) and disposal of excavated earth as obtained to a distance up to 50 Mtr including all lifts, leveling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, specification and direction of E/I |
| 354 | Providing coarse clean sand in filling in fundation trenches or in plinth including ramming and watering in layers not exceeding 15mm thick with all leads and lifts includiing cost of all materials, labour, royality and taxes all complete as per building specification and direction of E/I. |
| 355 | Providing designation of 75A one brick flat soling, joints filled with local sand including cost of watering, taxes royalty all complete as per building specification and direction of E/I. |
| 356 | Providing P.C.C M - 150 with nominal mix of (1:2:4) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening,(excluding shutterin),mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 357 | Centering and Shuttering |
| 358 | Providing R.C.C M - 200 with nominal mix of (1:1.5:3) in foundation with approved quality of stone chips (20mm to 6mm size) clean course sand of F.M 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 359 | Centering and Shuttering |
| 360 | Providing RCC M-200 with nominal mix of (1:1.5:3) in stiffeners with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I. |
| 361 | Centering and Shuttering |
| 362 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at plinth level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.Top of Wall |
| 363 | Centering and Shuttering |
| 364 | Providing RCC M-200 with nominal mix of (1:1.5:3) in band at lintel level with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M 2.5 to 3 including curing, shuttering carrying the slab manually to site and laying in position all complete (but excluding the cost of reinforcement) taxes and royalty, all complete as per building specification and direction of E/I.Top of Wall |
| 365 | Centering and Shuttering |
| 366 | Providing designation 75 A brick work in CM (1:6) in super structure with approved quality of clean coarse sand of FM 2 to 2.5 including, providing 10mm thick mortar joints cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 367 | Providing 12mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I. |
| 368 | Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per buildingspecification & direction of E/I. Qnty. Same as Item no.13 |
| 369 | Providing Tor steel reinforcement of 10 mm ,12 mm , &16 mm dia Bars as per approved design and drawing excluding carriage of M.S bars to work site, cutting ,bending and binding with annealed wire with cost of wire, removal of rust , Placing the rods in position all complete as per building specification and direction of E/I1.00% of RCC work Total RCC= 5.15X1.00%X7.85 |
| 370 | Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I |
| 371 | Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , taxes all complete as per drawing specification and direction of E/I. |
| 372 | Providing two coat of painting with ready mixed paint of approved shade and make over steel surface |
| 373 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. |
| 374 | Cement10KM lead |
| 375 | Steel10 KM lead |
| 376 | Sand36 KM lead |
| 377 | Bricks06 KM lead |
| 378 | Stone/Stone Chips 11KM lead |
| 379 | R.C.CRiser for Rising Main(400 Nos.) |
| 380 | E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item-A ) & disposal of excavated earth as obtained to a distance upto 50 M including all lifts, levelling, ramming the foundation trenches, removingroots of trees, shurbs all complete as per approved design ,building specification and direction of E/I. |
| 381 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming & watering in layers notexceeding150mmthickwith all leads and lift including cost of all materials,labour, royalty and taxes all complete as per building specification& directionofE/I.(modeof measurement compacted volume). |
| 382 | Providing designation 75 Aone brick flatsoling joints filled with localsandincludingcostof wateringtaxesroyaltyall complete as per building specification and direction of E/I. |
| 383 | P.C.C 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) |
| 384 | Plain/Rainforced cement concrete in open foundation complete as per drawing and technical specifications.RCC Grade M20 |
| 385 | Providing cenering and shuttering |
| 386 | Furnishing and placing rainforced/Prestressed cement concrete in super structure as per drawing and technical specification |
| 387 | Providing cenering and shuttering |
| 388 | Supplying, fitting and placing HYSD bar rainforcement in sub-structure complete as per drawing and technical specification. |
| 389 | Providing12 mmthickcement plaster(1:4)with clean coarse sand ofF.M.1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 390 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. |
| 391 | Cement10KM lead |
| 392 | Steel10 KM lead |
| 393 | Sand36KM lead |
| 394 | Bricks06 KM lead |
| 395 | Stone/Stone Chips 25KM lead |
| 396 | Elevated Service Reservoir (ESR\"s) |
| 397 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labours andequipment for designing & construction ofESR all complete job. (Please refer to Section 5,Sl.2.8 of SBD) |
| 398 | For Zone No. 01(ESR Capacity - 150 K.L., Staging - 21.00 m) |
| 399 | For Zone No. 02(ESR Capacity - 375 K.L., Staging - 11.00 m) |
| 400 | For Zone No. 03(ESR Capacity - 550 K.L., Staging - 20.00 m) |
| 401 | For Zone No. 04(ESRCapacity - 375 K.L., Staging - 19.00 m) |
| 402 | For Zone No. 05(ESR Capacity - 200 K.L., Staging - 19.00 m) |
| 403 | For Zone No. 06(ESR Capacity - 275.00 K.L., Staging - 22.00 m) |
| 404 | For Zone No. 07(ESR Capacity - 325.00 K.L., Staging - 14.00 m) |
| 405 | For Zone No. 08(ESR Capacity - 450 K.L., Staging - 22.00 m) |
| 406 | For Zone No. 09(ESRCapacity - 475 K.L., Staging - 22.00 m) |
| 407 | For Zone No. 10(ESR Capacity - 150 K.L., Staging - 10.00 m) |
| 408 | For Zone No. 11(ESR Capacity - 200 K.L., Staging - 20.00 m) |
| 409 | For Zone No. 12(ESR Capacity - 150 K.L., Staging - 15.00 m) |
| 410 | For Zone No. 13(ESR Capacity - 350 K.L., Staging - 23.00 m) |
| 411 | For Zone No. 14(ESR Capacity - 525 K.L., Staging - 23.00 m) |
| 412 | For Zone No. 15(ESR Capacity - 100 K.L., Staging - 09.00 m) |
| 413 | Distribution System |
| 414 | Doing Geotechnical survey, Collecting field data, designing, getting it approved by competent authorityand Providing all labour, materials, equipment to procure and laying of DI class K-7 pipes with Cement Mortar Lining for distribution main(Please refer to Section 5,Sl. 3.1 of SBD) |
| 415 | EarthWorkinexcavation(As perI.S.3114/1965)for layingofDifferenttypesand sizeofpipessoastogiveone meteraveragecoveroverthe socketofpipewithdisposal of excavated earth within initiallead andlife asper specificationand directionof Engineerin-charge(b) For classification of soil item -B |
| 416 | Earth work in excavation of foundation trenches as per design section in ordinary or soft rock (where blasting is not required and disposal of excavated materials so obtained (50 m away from the edge of the trenches ) with initial lead of 150 m and initial lift of 1.5 m as per specification amnd direction of E/I. |
| 417 | Supplyingtoolsandcutting roadaswellrestoring thesame as per specificat i o n and direction of E/I a) Pucca Road (ExceptBlacktoponlytaken outmaterialtobeused)for cuttingroadasper requirement. |
| 418 | Water Bound Macadam road (taken out materialwill be used) for cutting road as per requirement |
| 419 | Dismantling of cement concrete pavement (Dismantling of cement concrete pavement by mechanical means using penumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materialswith allleadsallcompleteasper direction of E./I. |
| 420 | PCC M 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 day.)Plain/Rainforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 421 | Earthwork inback filling the trenches after laying differenttypesandsizesof pipes with earthremoved duringexcavationwithininitial leadandliftasperspecification anddirection of Engineer-in-Charge(for classification ofSoilitemA&B) |
| 422 | Supplying centrifugallycast (spun) ductile iron pressure pipeforwatersupply with socket andspigotends confirmingto IS8329/2000in standardlengthsofclass K-9suitablefor push on joint (Rubber gasket jointing) withcement mortarlining oninsidesurfaceand outsidezinccoatingwith bituminouspaintincluding all othertaxesinsuranceincluding inspectionchargesandall taxesallcomplete |
| 423 | 100 mm |
| 424 | 150 mm |
| 425 | 200 mm |
| 426 | 250 mm |
| 427 | 300 mm |
| 428 | 350 mm |
| 429 | ProvidingandsupplyingISI standardD.I. specials& fitting withsealingrubbergasketof S.B.R.completewithcastiron follower gland and M.S. nut & boltscoatedorotherwise protected from rusting and suitable for D.I. pipes includingED, CST, all taxes, etc. coplete as per I.S. 9523 but excluding frieght. |
| 430 | 100 mm to 300 mm |
| 431 | 350 mm |
| 432 | Supplyinglabours,tools , tackles, lubricant etc for laying andjointing DI / C.I.S/STyton pipes (class LA) trenches supplying(confirmingto I.S.S.-5382-1969)andmaking gasketjoints including providing night guard ,barrier andredlighttosafeguard against accident ,allcompleteand layingofpipesistobedoneas per (I.S.S.3114-1985) asper design ,specificationand direction of E./I. Without rubber gasket . |
| 433 | 100 mm |
| 434 | 150 mm |
| 435 | 200 mm |
| 436 | 250 mm |
| 437 | 300 mm |
| 438 | 350 mm |
| 439 | Supplying Labour ,tools and tackles for testing of laid C.I / DI or U.P.V.C or H.D.P.Eor A.C pressurepipe up to 60 meter head of water all complete as per specification and direction of E/I |
| 440 | 100 mm |
| 441 | 150 mm |
| 442 | 200 mm |
| 443 | 250 mm |
| 444 | 300 mm |
| 445 | 350 mm |
| 446 | Labour charge for one cutting of C.I/ D.Iand specials includingsupplying , necessary tools and plants ,chipping or filling the surface finish as per specification and direction of E/I |
| 447 | 100 mm |
| 448 | 150 mm |
| 449 | 200 mm |
| 450 | 250 mm |
| 451 | 300 mm |
| 452 | 350 mm |
| 453 | ProvidingDoubleFlanged SluicevalveconfirmingforIS 2906/14846includingworn gear arrangements aspertest pressurestainlesssteel spindle, caps including all transportation etc.complete . (without bypass) with E.D PN 1.0 |
| 454 | 100 mm |
| 455 | 150 mm |
| 456 | 200 mm |
| 457 | 250 mm |
| 458 | 300 mm |
| 459 | Scour Valve 100 mm |
| 460 | Scour Valve 150 mm |
| 461 | Supplying Labour and tools for fixing C.I. sluice valve in trenches withapairofC.I.Tail pieceincludingmakinglead caulkedjointsandflanged jointsasper I.S.S. specification,including supplyingalljointingmaterials (PigleadconfirmingtoI.S.S. 782-1978, yarn confirming to I.S.S.6587–1972 andnuts andboltsconfirmingtoI.S.S.1364 –1983)includingdrilling holes in flanges if required as perspecification anddirection ofE/I. |
| 462 | 100 mm |
| 463 | 150 mm |
| 464 | 200 mm |
| 465 | 250 mm |
| 466 | 300 mm |
| 467 | Scour Valve 150 mm |
| 468 | Scour Valve 100 mm |
| 469 | ConstructionofB .W . masonryvalvechamber . |
| 470 | House Connection (27585+453=28038) |
| 471 | Doing survey Data Collection of FHTC Details including ADHAR Noetc. |
| 472 | Earth work inexcavation in foundation trenches in hard soil vide classification item-B and disposal of excavatedearth as obtained to a distance upto 50 m including all lifts,levelling,ramming the foundation trenches,removing roots of trees,shrubs all complete as per approved design,building specifications and direction ofE/I. |
| 473 | Providing coarse clean sand in filling 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 labours , royalty and taxes all complete as per building specification and direction of E/I.(mode of measurement compacted volume) |
| 474 | P C C M-1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days) Plain/Rainforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 475 | Providing centering & shuttering |
| 476 | Earth work in back filling the trenchage after laying different type and size of pipes with earth removed during excavation within initials leads and lift as per specification and direction of E/I |
| 477 | Providing 12 mm thick cement plaster (1:3) with clean coarse sand of F.M 1.5 with 1.5 mm thick cement punning over it including screening, curing, with all leads and lifts ofwater,taxes and royalty all complete as per building specification an direction of E/I. |
| 478 | Providing and supplying Blue MDPE pipes confirming to ISO 4427:1996 manufactured from virgin resin PE 80 food grade compounded raw materials having blue colour only assurance certificate from quality agencies like WRC/CIPET (India) / DVGM / KIWA/SPGN etc for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central, state, Municipal, Inspection charges transportation up to site ,transit insurance, loading, unloading, stacking etc complete as specified and directed.PN16(SDR-9) with ED |
| 479 | Providing and supplying G.I. pipes(Tata and euivalent make) for usage in drinking water with quality system. The cost shall include testing of all materials all taxes central, state, Municipal, Inspection charges transportation up to site ,transit insurance, loading, unloading, stacking etc complete as specified and directed. |
| 480 | Lowering laying and jointing HDPE/MDPEpipes in proper position including all specials by compression fitting/ electrofusion and But fusion jointing procedure including hydroulic testing as per relevent IS code complete with all materials for jointing procedures like Electrofusion machine , electric mirror/heater/ But fusion welding machine with hydroulic jack,top loading clamp etcpump and accessories for hyroulic tesing and all labours as directed by E/I.as per IS-7634 part-2 |
| 481 | Supplying labours and tools for fixing G.I.Pipes with red lead and yarn of following nominal borewith screwed and socketed joints on wall ,ceiling and floor including supplying and fittings of wall hooks or pipe clamps ,wooden plugs, cutting pipes to size and threading ends if required etc all complete as per specification and direction of E/I. |
| 482 | Supplying and fixing of G.M. ferrule of approved make in existing C.I/D.I main including drilling and taping C.I./D.I main all complete as per specification and direction of E/I. |
| 483 | Providing and fixing of G.M. Fullway valve of approved quality all complete as per specification and direction of E/I. |
| 484 | Providing and fixing of male ended C.I.Body brass spindle valve and seat Bib cock of approved quality with extra socketall complete as per specification and direction of E/I. |
| 485 | Supplying and fixing G.I.fitting of approved make all complete as per specification and direction of E/I. |
| 486 | 20 mm diaELBOW |
| 487 | 15 mm diaELBOW |
| 488 | 20mm dia Reducing socket |
| 489 | 20mm dia Nipple |
| 490 | 15mm dia Nipple |
| 491 | 20mm dia Union Socket |
| 492 | 15 mm diaSocket |
| 493 | 20mm dia socket |
| 494 | Carriage of materials. |
| 495 | Road Crossing |
| 496 | Manufacturing , providing and supplying spirally welded/ERW/SAW Fabricated M.S. Pipe (Commercial Quality) Including Procurements of plates , Gas Cutting to Required size rolling tack welding assembeling in suitable lenghts to from pipes , welding on automatic welding machine and forming\" V\" edge on both ends of pipes including all taxes (central and local) railway freight , insurance unloading from railway wagon, loading into truck , transport to stores /site , unloading , stacking , etc, complete as per IS-3589 and IS 5504 as applicable as per specifications ( no negative tolerance in thickness is permissible) |
| 497 | 800 mm 8 mm thickness |
| 498 | 600 mm 8 mm thickness |
| 499 | 400 mm 8 mm thickness |
| 500 | Instalation of Product Pipe by Guided auger boring method including making of entry and exit pits, all related civil works like excavation , shoring/ strutting , etc. shielded excavation through augor boring processes , lowering of pipe segment in the jacking pit , laying and jointing of product pipeline through jacking peocess from the jacking pit and restoration of site after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe. In Stoney Soil . |
| 501 | Up to 600 to 900 mm dia stoney soil (for pipe Dia 500 mm & 350 mm ) |
| 502 | Up to 300 to 450 mm dia stoney soil (for pipe Dia 100 mm & 200 mm ) |
| 503 | Providing and applying graphite of approved prime of frist Inferol 49 W emaline 05/58 Pipe coat or any other equivqlent approved paint to the internal surface of pipe line at site. |
| 504 | First coat |
| 505 | Second coat |
| 506 | Construction of Pipe CarryingBridge 70 M Long x 2.0 M Width 3 Nos |
| 507 | Earthworkinexcavationof foundationtrenches of toe wall spillway head regulator, outlet intake well etc.asper designed section inallkinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto300 mmsize and disposal of the same (beyond50 Mawayfromthe edgeofthetranches) with ininitial lead of 150 Mand intial liftof 1.5 Mas per specification and direction of E/I. |
| 508 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond50 Mfrom the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is required and approved by the concerned Chief Engineer) |
| 509 | Initial lift |
| 510 | 1stlift |
| 511 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in hardrockwhere blasting is needed and stacking properly inapproved stack size in approved stack yard (beyond 50 m from the edge of the trenches in the country side ) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (Excavated hard rock size should not be more than lb) |
| 512 | 1stlift |
| 513 | 2nd lift |
| 514 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 515 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well steining RCC M30 Grade.Case I- Using concrete mixer |
| 516 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 30 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m |
| 517 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 518 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 519 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 520 | Providing Tor steel reinforcement of 10mm, 12mm and16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete jobas per specificationa n d directionof E/I. |
| 521 | Providing12 mmthickcement plaster(1:4)with clean coarse sand ofF.M.1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 522 | Providing6 mm.Thickcement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 523 | Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts atevery corner with 3 rowsof 25 mmdiaG.I.pipesof medium class variety as horizontal &painting 3 coatsofoilpaintover 1 coatof anticorrosive paint of approved colour& shadeincludingcost ofalllabour,transporting bends to curved shape, etc. complete. |
| 524 | Providing two coat of snowcem ofapprovedshadeandmake over a coat of cement primer onnew surface including preparing plastered surfacethesmoothwithsand paper, scaffolding,curingand taxes all completeas per buildingspecificationand direction of E/I. |
| 525 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. |
| 526 | Cement10KM lead |
| 527 | Steel10 KM lead |
| 528 | Sand36KM lead |
| 529 | Stone/Stone Chips 11KM lead |
| 530 | Construction of Pipe CarryingBridge 110 M Long x 2.0 M Width 2 Nos |
| 531 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond50 Mfrom the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is required and approved by the concerned Chief Engineer) |
| 532 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in hardrockwhere blasting is needed and stacking properly inapproved stack size in approved stack yard (beyond 50 m from the edge of the trenches in the country side ) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (Excavated hard rock size should not be more than lb) |
| 533 | Initiallift |
| 534 | 1st lift |
| 535 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 536 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well steining RCC M30 Grade.Case I- Using concrete mixer |
| 537 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 30 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m |
| 538 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 539 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 540 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 541 | Providing Tor steel reinforcement of 10mm, 12mm and16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete jobas per specificationa n d directionof E/I. |
| 542 | Providing12 mmthickcement plaster(1:4)with clean coarse sand ofF.M.1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 543 | Providing6 mm.Thickcement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 544 | Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts atevery corner with 3 rowsof 25 mmdiaG.I.pipesof medium class variety as horizontal &painting 3 coatsofoilpaintover 1 coatof anticorrosive paint of approved colour& shadeincludingcost ofalllabour,transporting bends to curved shape, etc. complete. |
| 545 | Providing two coat of snowcem ofapprovedshadeandmake over a coat of cement primer onnew surface including preparing plastered surfacethesmoothwithsand paper, scaffolding,curingand taxes all completeas per buildingspecificationand direction of E/I. |
| 546 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. |
| 547 | Cement10KM lead |
| 548 | Steel10 KM lead |
| 549 | Sand36KM lead |
| 550 | Stone/Stone Chips 11KM lead |
| 551 | Construction of Pipe CarryingBridge 80 M Long x 2.0 M Width 2 Nos |
| 552 | Earthworkinexcavationof foundationtrenches of toe wall spillway head regulator, outlet intake well etc.asper designed section inallkinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders upto300 mmsize and disposal of the same (beyond50 Mawayfromthe edgeofthetranches) with ininitial lead of 150 Mand intial liftof 1.5 Mas per specification and direction of E/I. |
| 553 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond50 Mfrom the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is required and approved by the concerned Chief Engineer) |
| 554 | Initial lift |
| 555 | Ist Lift |
| 556 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in hardrockwhere blasting is needed and stacking properly inapproved stack size in approved stack yard (beyond 50 m from the edge of the trenches in the country side ) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (Excavated hard rock size should not be more than lb) |
| 557 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 558 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well steining RCC M30 Grade.Case I- Using concrete mixer |
| 559 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 30 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m |
| 560 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 561 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 562 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 563 | Providing Tor steel reinforcement of 10mm, 12mm and16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete jobas per specificationa n d directionof E/I. |
| 564 | Providing12 mmthickcement plaster(1:4)with clean coarse sand ofF.M.1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 565 | Providing 6 mm. Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5includingscreening, curing with all leads and lifts of water, scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 566 | Providing & Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts atevery corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting 3 coatsofoilpaintover 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 567 | Providing two coat of snowcem ofapprovedshadeandmake over a coat of cement primer onnew surface including preparing plastered surfacethesmoothwithsand paper, scaffolding,curingand taxes all completeas per buildingspecificationand direction of E/I. |
| 568 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. |
| 569 | Cement10KM lead |
| 570 | Steel10 KM lead |
| 571 | Sand36KM lead |
| 572 | Stone/Stone Chips 11 KM lead |
| 573 | Construction of Pipe CarryingBridge 130 M Long x 2.0 M Width 1 Nos |
| 574 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in ordinary rock or soft rock (Vide classification of soil item-c) with disposal soil (beyond50 Mfrom the edge of the trenches) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (soft rock where blasting is required and approved by the concerned Chief Engineer) |
| 575 | Earthworkin excavationof foundation trenches of toe wall ,spillway ,head regular or intake well and outlet etc.asperdesigned section in hardrockwhere blasting is needed and stacking properly inapproved stack size in approved stack yard (beyond 50 m from the edge of the trenches in the country side ) with initial lead of 150 m.and lift of 1.5 M as per specification and direction of E/I (Excavated hard rock size should not be more than lb) |
| 576 | Initial lift |
| 577 | 1stlift |
| 578 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15 |
| 579 | Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification. Well steining RCC M30 Grade.Case I- Using concrete mixer |
| 580 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 30 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m |
| 581 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I -Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 582 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 583 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as perdrawing and Technical Specification. RCC Grade M 25 .Case I - Using Concrete Mixer , For solid slab super-structure, 20-30% of (a+b+c) Height above 10m |
| 584 | Providing Tor steel reinforcement of 10mm, 12mm and16mm dia bare as per approved design and drawing excluding carriage of MS bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete jobas per specificationa n d directionof E/I. |
| 585 | Providing12 mmthickcement plaster(1:4)with clean coarse sand ofF.M.1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction of E/I. |
| 586 | Providing6 mm.Thickcement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5includingscreening, curing with all leads and lifts of water ,scaffoldingtaxes and royalty all complete as per building specification & direction Of E/I. |
| 587 | Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts atevery corner with 3 rowsof 25 mmdiaG.I.pipesof medium class variety as horizontal &painting 3 coatsofoilpaintover 1 coatof anticorrosive paint of approved colour& shadeincludingcost ofalllabour,transporting bends to curved shape, etc. complete. |
| 588 | Providing two coat of snowcem ofapprovedshadeandmake over a coat of cement primer onnew surface including preparing plastered surfacethesmoothwithsand paper, scaffolding,curingand taxes all completeas per buildingspecificationand direction of E/I. |
| 589 | Carriage of materials from different sources or departmental stores to work site including loading, transporting, unloading and stacking the materials at work site etc. all complete job. as per direction of E/I. |
| 590 | Cement10KM lead |
| 591 | Steel10 KM lead |
| 592 | Sand36KM lead |
| 593 | Stone/Stone Chips 11KM lead |
| 594 | Operation & Maintenance for Fiveyears |
| 595 | O/M work with Labour component & Chemical Cost for 1st Year Detailed in SBD of section of 9.10 |
| 596 | O/M work with Labour component ,Materials for 2nd Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical costDetailed in SBD of section of 9.10 |
| 597 | O/M work with Labour component ,Materials for 3rd Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical costDetailed in SBD of section of 9.10 |
| 598 | O/M work with Labour component ,Materials for 4th Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical costDetailed in SBD of section of 9.10 |
| 599 | O/M work with Labour component ,Materials for 5th Year component & Chemical Cost repairing of pipe line work, pumping ,civil, electrical and Mechanical costDetailed in SBD of section of 9.10 |
| 600 | GST @ 18% |
| 601 | Labour Cess @1% |
AI Tender Summary
Tender Timeline
Nov 05, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedNov 25, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 26, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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