Tender For N.P.Phaphund Water Supply Scheme Distt. Auraiya, Supply of all materials, labour, T&P etc. for Construction of Over Head Tank (on turn-key basis), Pump house, Staff quarter, Boundary wall, gate, Site development, Supply of all for laying & jointing of rising main, distribution system including all labour and T&P etc. complete in all respects and construction of tube wells including PLC SCADA automation of all tubewells as per specifications in tender document complete in all respect including commissioning, testing, trial & run, defect liabilities and handing over the complete works to Phaphund Nagar Panchayat Water SupplyScheme with its appurtenant works in Phaphund Nagar Panchayat at District AURAIYA of Uttar Pradesh. Sl. No. Item Description 1 CIVIL WORKSO.H.T. 900 KL/21 Meter StagingSupplyofallthematerials,labour,T&Petc.completeandconstructionofaRCC OverHead Tank of 900KL capacity at 20m Staging above ground level including 1.00 m widePCCapronaroundwith15cmsemicircularPCCdrain,OnemeterwideRCC staircase from ground level up to balcony to top dome and inside the tank body, one meter wideRCCBalconyaroundthe tankatjunctionpointofvertical andconical wallwith properrailingof20mmdiamediumqualityGIPipeinthreerowsonbothsidesof staircase, balcony and at the top dome and each landing supported on proper ventilator at top dome, water level indicator, lightening conductor as per latest ISS and electricity rules 0.60m dia medium pattern CI manhole cover hinged with locking arrangement supply and fixing and jointing vertical pipes for inlet, outlet overflow and washout with all jointing material forpropercompletionandotherappurtenantworks including excavationinall typeofsoil.Paintingofallconcretesurfaceandsteelpipeworkswiththreecoatsof approved quality/weather coat paint. Including testing of bearing capacity of soil 2 Pump House Supply of all materias,labour & T&P and Construction ofPump house (3.60m x 3.00m x 3.60m) cum chloronome (1.80m x 1.20m x 3.0m) and bypasschamber asper departmental type design & drawing. 3 RISING MAIN AND BYE PASS ARRANGEMENTExcavationof earth in all type of soil with lift upto 1.5m.and carting of following size & type of pipes from site store tosite of work, lowering the same into the trenches true to the alignment andjointing with the specialsincluding testing of pipe line and also including supply of all materials required specials and all taxes andexciseduty etc.andfillingofexcavatedearthinto trenches,wateringand ramming etc. required for proper completion of the work 4 Excavation in Ordinary Soil 5 Excavation in soil mixed with moorum, bajri & Pebble etc. 6 Supply of following size & type of pipeline and specials with all jointing materialasper IS 8329/2000 or itslatestamendmentsincludingF.O.Rdestination and all taxes and insurance etc complete. 7 150 mm dia class K-7 8 200 mm dia class K-7 9 Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7/ D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents.Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 10 150 mm dia class K-7 11 200 mm dia class K-7 12 Supply of C.I.D/Fsluice valvesand carting from sitestore to siteof work and lowering them in already prepared trenches, fixing in to posion and jointing with required C.I.specialsall taxes & duties etc. required for proper complecetion ofwork. 13 150 mm diaSluice valve 14 200 mm diaSluice valve 15 Supplyofallmaterials,labour&T&Petc.andconstructionofsluicevalvechamber(1.20mx1.00m)masonarytypeasperdepartmentaltypedesign& drawingwith surface box fixed in RCC chamber covers. 16 Supplyofallmaterials,labour,T&Petc.andconstructionofcementconcrete thrust block in 1:2:4 mix at bend and Tee etc of size 1.00m x 1.00m x 0.6m150 mm dia to 600mm dia 17 Distribution SystemExcavationof earth in all type of soil with lift upto 1.5m.and carting of following size of pipes from site store tosite of work, lowering the same into the trenches true to the alignment andjointing with the specialsincluding testing of pipe line andincludingsupply ofallmaterialsrequired specialsand alltaxesandexcise duty etc. required for proper completion of the work and filling of excavated earth in to trenches, watering and ramming etc. 18 Excavation for Ordinary soil. 19 Excavation for soil mixed with kankar, Moorum, Bajri etc. 20 Supply of High Density Polyethelene Pipes (HDPE (PN-6) / PE-100) conforming to IS 4984 / 14151 / 12786 / 13488 in coils/ standard lengths including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading & stacking the same in covered shade duly protecting from sunrays & rains, etc. Supply of ISI mark DI K-7 S&S pipes (push on joints) of following class and Rubber gasket of EPDM Quality including all statutary duties and taxes, third party inspection charges, transit insurance, freight, transportation to store/ site of work, unloading, stacking etc. complete as directed by Engineer –in-charge. 21 90 mm dia HDPE pipes (PE-100) class 6kg/cm² 22 110 mm dia HDPE Pipe (PE-100)6Kgf/cm2 23 140 mm dia HDPE Pipe (PE-100)6Kgf/cm2 24 160 mm dia HDPE Pipe (PE-100)6Kgf/cm2 25 200 mm dia D.I. Pipe Class K-7 26 250 mm dia D.I. Pipe Class K-7 27 Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work.The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents.Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe/fittings. 28 90 mm dia HDPE pipes (PE-100) class 6kg/cm² 29 110 mm dia HDPE Pipe (PE-100)6Kgf/cm2 30 140 mm dia HDPE Pipe (PE-100)6Kgf/cm2 31 160 mm dia HDPE Pipe (PE-100)6Kgf/cm2 32 Carting, lowering, laying and jointing with SBR ruber gasketsD.I. K-7/ D.I. K-9 pipes of following dia & pressure including all specials, to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer in-charge.It includes provision for making of alignment on city roads, making trial pits to investigate location of various under grounds services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipment, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents.Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS- 12820. 33 200 mm dia D.I. Pipe Class K-7 34 250 mm dia D.I. Pipe Class K-7 35 Supply,cartingandfixingofFollowingC.I.D./FfittingsAsperIS:14846 including transportation, taxes, labour & T&P etc with all specials lowering them intothetrenches,fixinginposionandjointingtruetoalignmentandtesting required for proper completion of the work. 36 80 mm dia 37 100 mm dia 38 125 mm dia 39 150 mm dia 40 200 mm dia 41 250 mm dia 42 Scour Valve 80 mm dia 43 Fire Hydrant80 mm dia 44 CI Single ball type Air Valve 25 mm dia 45 Supply of allmateriallabour & T&P and Constructionfollowing type chamber asper departmental type design & drawing. 46 Masonary Type 47 Fire Hydrant Chamber 48 Air Valve Chamber 49 Surface Box Type 50 Supply of allmaterialslabour & T&P etc and cross the nala, culverts upto 0.5 to1.5mwidecominginthealignmentandencasingthepipewithm.s.pipesfor protection including road cutting etc. 51 Dismentlingoffollowingtypeofroadpavementsforlayingofpipeline& MakingHouseConnection, sortingoutandstacking ofserviceabe materialand disposal ofunserviceablematerial with in adistance of50m from the centre of trenches, including supply of all material, labour & T&P etc. required for proper completion of the work 52 Bitumen Road 53 BOE Road 54 C.C. Road 55 Interlocking Road 56 Permanent re-instatementof followingtype ofroad surfacesafter layingof pipeline including supplyofallmaterials,labour,T&Petc.requiredforcompletionofwork.Italsoincludes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning of surface for proper completion ofthe work as per directions of engineer-in-charge. 57 Bitumen road As per PWD specification ConstructionofbitumenroadasperUPPWDspecificationincludingsupplyofall materials, labour, T&P etc. required for proper completion of work as per following thickness:-GSB G-1 (One coat) (90-40 mm) = 12.5 cm G -2 (one coat) (45-63 mm)= 7.5 cmG - 3 (one coat) (22.5 - 53 mm) = 7.5 cm BM (One coat) = 7.5 cmSDBC (One coat) = 2.5 cm 58 BOE (Brick on Edge) RoadConstruction of BOE road including supply of all materials, labour, T&P etc. required for proper completion of work as per following thickness:-Ist class brick shall be used for reinstatement of BOE road. Brick = 30% new + 70% old Sand = 25mm thick local sand layer for preparation of surface 59 Cement Concrete RoadConstructionofCementConcreteroadincludingsupplyofallmaterials,labour,T&Petc. required for proper completion of work as per following thickness:-PCC = 150 mm,1:4:8 (cement, coarse sand & stone ballast of 20-40 mm)CC =100 mm, 1:2:4 (cement, coarse sand & stone ballast of 16-20 mm) 60 C.C. Interlocking Tiles Road ConstructionofC.C.InterlockingTileroadincludingsupplyofall materials, labour,T&P etc. required for proper completion of work as per following thickness:-GSB = 200 mm, (stone ballast of 20-40 mm Sand= 50 mm thick local sand lair for preparation of surface)Tiles = 50% new + 50% oldNote:Rubbermouldedinterlockingtileshallbeusedforconstructionof interlocking tile road. 61 Makinghouseconnectionwithsaddleclampandbrassferruleincluding15mm dia GI medium class upto 10m length, HDPE-100-PN 6kgf pipeand21.40 mmOD or 15 mm nominal bore sizemediumqualityGIPipe confermig IS Code 1239, @ 0.956 Kg/mtrand the house connection will be made withElectrofusion special fittingonly withbrass tap not less then Rs 250.00 as per direction of engineer encharge Includingdismantellingofroadandexcavation&backfillofsoil including all material labour T & P etc complete in all dia of distibution systemAs per departmental drawing. Note ;- No one connection will be maid in such amanner so that cross section of the drain will not be crossed by GI pipe. 6 inchesX6 InchesX6 inches PCC Block will be made at the place where GI Pipe Come out from Road at Door of House Hold So that GI Pipe can be Strengthen and 3 U hooks will be hooked in GI Pipe and wall of house hold. 62 90 mm dia 63 110 mm dia 64 140 mm dia 65 Construction of staff quarter (Single Room Set)including supply of all materials,labour T&P etc. all complete as per departmental design & drawings. 66 Construction of Local Control Station Room (SIZE 8.0Mx5.0Mx4.0M)including supply of all materials, labour T&P etc. all complete as per departmental design & drawings. 67 Construction of recharge unit including supply of all materials, labour T&Petc.all complete as per departmental design & drawings. 68 Constructionofboundary wallaroundwaterworksandpumphousesincluding supply all Materials, Labour, Tools and Plants etc. complete. 69 Supply & fixing of 3.6 M wide MS Gateincluding fabrication and supply of steel and construction of boundary pillars all complete. 70 Supply & fixing of 1.2 M widewicket gateincluding fabrication and supply ofsteel and construction of boundary pillars all complete. 71 ConstructionofInterlockingapproachroadincludingsupplyofallmaterials,labour, Plants, etc. complete. 72 Filling of Earth in lower portion including leveling and dressing at water works. 73 E&M WorkDrilling of Borehole for Tubewell construction by DC/RC Rig Machine including transportation, errection, dismantling of Rig and associated T&P complete in all respect including required all matreials,labour etc. Transportation , erection of rig machine (1x4) 74 Drilling by DC Rig machine up to 65Mtr deep and 600 mm diameter.(65x4) 75 Drilling by DC Rig machinefro 66 Mtr up to 100 Mtr deep and 500 mm diameter.(35x4) 76 Drilling by DC Rig machinefro 101 Mtr up to 200 Mtr deep and 500 mm diameter.(100x4) 77 Drilling by DC Rig machinefro 201 Mtr up to 220 Mtr deep and 500 mmdiameter.(20x4) 78 Electric Logging of bore hole by Electric logger. (1x4) 79 MS tubewell assembly with all required parts like plain pipe, slotted pipe (as required upto 50% of plains) rings, well cap, bail plug, clamp, reducer, centre guide, support structure etc as required & as per typed design complete in all respect. 300 mm diameter (60x4) 80 200 mm diameter (140x4) 81 Lowering 300 mm diameter pipe from0Mtr upto 60 Mtr (60x4) 82 Lowering 200 mm diameter pipe from60Mtr upto 100 Mtr (40x4) 83 Lowering 200 mm diameter pipe from101 Mtr upto 200 Mtr (100x4) 84 Transportation,Erection,Dismantling of 350 Psi compressor (1x4) 85 charge of development by 350 Psi compressor (60x4) 86 Transportation,Erection,Dismantling of 2/3 cusec O.P.Unit and yield testing (1x4) 87 charge of development by 2/3 cusec O.P.Unit (100x4) 88 Chemical and bacteriological test of water sample.(1x4) 89 Supply of pea gravel (61x4) 90 Supply and installation of servo stablizer of capacity 40 KVA, fully copper winding 3 phase AC Supply 50 Hz, input voltage 240v-500 v and output voltage 415± 1% with complete wiring and earthing. (1x4) 91 S.I.T.C. of 1000 LPM, 65 mtr. Head, 25 HP Submersible Pumpset with 150 mm dia 24 meter column pipe NRV, CI D/F Bend 90 degree, CI A/F Tee, D/F Pipe (1.5 mtr. Long 2 Nos. and 1 mtr. Long 1 No.), Earthing,P Painting, Tool set, wiring of Pump House, Internal and External, Chain Pulley Block and all Pumping Plant accessories with nutbolts and rubber packing etc. (1x4) 92 150 mm dia (3 Mtr. Long) Heavy Duty Column Pipe. (6x4) 93 Motor Operated Actuator with 150 mm dia Sluice Valve. (2x4) 94 Soft Starter with RS485 Port 400 Volt Class, 22 KW. (1x4) 95 Auto Phase reversal unit 100 Amp(1x4) 96 CE/UL Certified 150 mm dia Electromagnetic Flowmeter. (1x4) 97 CE/UL Certified Radar Type Level Transfmitter for OHT (1x4) 98 CE/UL Type Pressure Transmitter (1x4) 99 CE/UL approved manufacturers Surge protector for all AC control supplies of allequipments. (1x4) 100 Installation, commissioning & testing of Automation related equipments for ZPS (1x4) 101 Trail run for 3 month period for one tubewell(1x4) 102 Automatic Chlorination System SCADA Compatible. (1x4) 103 Pole mounted solar based LED light(4x4) 104 Ce & UL Certified PLC/RTU in IP 65 enclosure suitable to communicate with GSM Bases modem unit with CPU And power supply with analog & didital parametrefeaturecas specified forceachtubewell /OHT & stand alone OHT to store and transfer data on GSM backbone, RTU.PLC Designd with logic to tranfer data at multi stations as as specified in tender technical specification sheet.(1x4) 105 GPRS base wireless communication Modem for RTU/PLC capable to tranfer and gatherdatafromremotesitetocontrolstation,allaccessoriesincludingwith signalanteenaforpumpingplantandinternetchargesasspecifiedintendertechnical specification sheet. (1x4) 106 CE/UL Certified Intelligent Smart Energy Meter.(1x4) 107 Complete cabling for tubewell including all power and control cable of allequipments in pump house and OHT (1x4) 108 Security Survelliance IP Camera (optional) (1x4) 109 Expenditure on sodium hypo chloride solution(920*3)
