Public Health Engineering Department-PHED has published Augmentation Of Rwss RURAL WATER SUPPLY SCHEME Ghatoli, Gram Panchayat Ghatoli Panchayat Samiti Aklera Of Sub Division Aklera To Provide Fhtc Including One Year Dlp Under Jjm In The Jurisdiction Of Phed Division Aklera District Jhalawar. Submission Date for this Tender is 25-08-2022. Water Supply Project Tenders in aklera Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 17-Aug-2022 | Reschedule Program | Date | 25-08-2022 |
| Sl. No. | Item Description |
| 1 | Tubewell Construction |
| 2 | Construction of T/W up to 100 mtr. depth and above in alltypeofrocksby DTHsystemandoverburdento accommodatecasingpipeoffollowingsizesinall typesofsoilsandoverburdenincludingloweringof casing pipe but excluding of cost of casing pipe as per IS:2800(PartI&II)1979specification. Thework wouldbecompetingafterobtainingsandfreewater. Thetubewellshouldhaveathroughboreasper nominal dia of casing pipe. a) 200 mm dia nominal bore (item no 2.4.2) |
| 3 | Add15%extrafordepth morethan100mtrfor drilling beyond depth from ground level |
| 4 | Supply ofE.R.W.M.S.blackcasing pipeISI marked (IS:4270/1992)ofgradeFE-410offollowingsizesat site of work a) 200 mm dia, thickness 5.4 mm (item no2.18.2 ) |
| 5 | Supply&Fixing tubewell cover of MSsheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipewithGINipple45cmlong&twoGIflangesat both ends in 80mm sizes passing through a hole in the centreofMSsheet.A25mmsocketwithendplug shall also be welded over top plate. A GI nipple having outsidethreadofsize1/2"(forinstallationpressure gauge)shallbeprovided&weldedwith80mmGI nipple near top plate nipple shall be provided with end plug. a) 200 mm dia ( item no 2.23.3) |
| 6 | Supply&FixingofISImarkedthreecorePVCflat submersible cableas per IS 694:1990 or amended up todateandconductorasperclass5ofIS8130:1980 including making connection etc. 2 x 6.0 sq mm 3 core 6.0 sqmm( Item no 2.19.2) |
| 7 | Providing&LoweringintubewellISImarkedGI Pipe “B" (medium) class as per IS:1239 part I 2004 or amendedup todate, threadedand doubleflanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 50 mm dia ( item no 2.24.2) |
| 8 | Supply & Installation of 3 phase ISI marked submersible motor pump set offive star rating by BEE andasperIS:8034-2018(pump)andIS9283-2013 (motor) or as amended up to date of approved make of following dutycondition with required accessories includingmakingconnectionsuitablefortube well/DCB. The job includes lowering of motor pump, installation of completefitting & accessories, jointing ofelectricalcablesuptoswitchboard,testingof submersible pump set and interconnection up to water mains, complete in all respect. (Item no 2.15.1 )7.5 KW (10 HP) & head above 120 mtr. |
| 9 | Supply&FixingXLPEinsulated/P.V.C.sheathed cableof1.1KVgradewithaluminiumconductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cmsizetrench,25cmthickunder layerof sand,secondClassbrickscovering,refillingearth, compactionofearth,makingnecessaryconnection, testing etc. as required of size. 16.0 Sq.mm, 4 core ( Item no 2.20.2) |
| 10 | ProvidingandinstallationofISImarkelectricfeeder panel made out of steel sheet powder coated enclosure 18 swg including single phase preventer perferbly L&T/BCH make only for submersible pump set (automaticDOL/Star-deltastarter)inMScanopy(size height1000mmwidth600mmdepth300mmand canopy 750 mm W,350 mm D& 100 mm H at center tapering)ofsizespertenderdocumentsdrawingand specificationsincludingmountingonCCM150124 platformofsize1000mm×600mmasperdetailed specification as per the scope of work Above 5 HP and up to 10 HP ( Item no 2.18.1) |
| 11 | Rising Main |
| 12 | Providing, lowering, layingin trenches, aligning, fixingin position and jointingDuctileIron(DI)ISI markedK-7grade S&Spipesas per IS:8329-2000 (amendeduptodate),with internal cement mortarlining suitableforpotable waterwith rubberring (EPDM) jointsasperIS: 5382-1985including all taxes(Centralandlocal),transportationandfreightcharges, inspectioncharges,loading/unloading charges, including cost oflabourandmaterial,specials(Tee,bendetc.)satisfactory hydraulictesting,disinfectionetc.completeaspertechnical specificationsanddirectionofEngineer-in-charge.(excluding earth work) |
| 13 | 100mm dia (BSR 2021 IN 1.1.2) |
| 14 | 150mm dia (BSR 2021 IN 1.1.3) |
| 15 | Providing, lowering,aligning, fixing in positionin pipe line at worksite,DID/FResilientseated(softseated)SluiceValves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket lessbodypassageofapprovedmakeoffollowingclass&dia completeconfirmingtoBS-EN-1171/AWWAC-509andof following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS1865orequivalentgradeasperIS:3896-part2-1985and subsequent revisions, Wedge of same material as body & shall vulcanised rubberlinedwithEPDM(foodgradequality)and sealsofNBRFacetofacedimensionsasperBS5163-89/IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP- P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coatedwithminimumthicknessof250micronsinsideand outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367 (Galvanisedsteel)Insersionrubberofblack EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour,testingandcommissioningalongwithpipelineasper TechnicalSpecificationsandasperdirectionofEngineer-in- charge. ManuallyOperatedResilientSeatedSluiceValvesofClass PN 1.0/1.6 |
| 16 | 100mm dia (Item No. 6.8.1.2 ) |
| 17 | 150mm dia (Item No. 6.8.1.3 ) |
| 18 | Providing,lowering,laying,aligning,fixinginposition and jointingatalllevel/depthsDIstandardspecialswith rubber ring (EPDM)/ nut bolt and insertion sheet andjointing asperIS:9523-2000 or as amended up to date,suchastees, bends, tapers,caps etc. within trenchesin DI pipe line complete includingallmaterial, labour,taxes,testing and commissioning alongwithpipelineaspertechnical specificationsand directionofEngineer-in-charge (excluding earth work).Flange Socket, Spigot, Hy. Tee. Upto 300 mm Diameter (item no. 1.3.2.1) |
| 19 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwedtype shall have external pipe threads conforming to IS:554,Fasteners - CS.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Class PN 1.0 50 mm S-2 Type (item no. 6.5.1.4) |
| 20 | Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 |
| 21 | 80mm dia (Item No. 6.17.1 ) |
| 22 | 100mm dia (Item No. 6.17.2 ) |
| 23 | Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality), Body seat of SS ,Face to face dimensions as per API: 594, Flanges Drilled as per IS:1538.All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan conforming toType B of IS:341or paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM, Bush- Brass with EPDM/NBR "O "ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.0 80 mm dia (item no. 6.4.1.1) |
| 24 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc. All kinds of soil(Item No. 4.1.1.1) |
| 25 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, 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. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 26 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 27 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 28 | Distribution Main |
| 29 | Providing,lowering,layingandjointing intrenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended uptodate) withnecessaryjointingmateriallikemechanical connectors,i.e.thread/insertjoint/quick releasecouplerjoint/ compressionfittingjointorflangedjointandspecialsjointing pipeby electrofusionweldingmethod,includingalltaxes, transportationandfreightcharges,inspectioncharges,loading/ unloadingcharges,stackingofpipes,includingcostoflabour andmaterial,specials(Tee,bendetc.),satisfactoryhydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . HDPE PE-80PN-6 |
| 30 | 75 mm dia (item no. 1.4.1.1) |
| 31 | 90 mm dia (item no. 1.4.1.2) |
| 32 | 110 mm dia (item no. 1.4.1.3) |
| 33 | 140 mm dia (item no. 1.5.1.2) |
| 34 | Providing, lowering, layingin trenches, aligning, fixingin position and jointingDuctileIron(DI)ISI markedK-7grade S&Spipesas per IS:8329-2000 (amendeduptodate),with internal cement mortarlining suitableforpotable waterwith rubberring (EPDM) jointsasperIS: 5382-1985including all taxes(Centralandlocal),transportationandfreightcharges, inspectioncharges,loading/unloading charges, including cost oflabourandmaterial,specials(Tee,bendetc.)satisfactory hydraulictesting,disinfectionetc.completeaspertechnical specificationsanddirectionofEngineer-in-charge.(excluding earth work) |
| 35 | 100mm dia (BSR 2021 IN 1.1.2) |
| 36 | 150mm dia (BSR 2021 IN 1.1.3) |
| 37 | Providing,lowering,aligning,fixinginpositioninpipelineat worksite,DID/FResilientseated(softseated)SluiceValves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket lessbodypassageofapprovedmakeoffollowingclass&dia completeconfirmingtoBS-EN-1171/AWWAC-509andof following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS1865orequivalentgradeasperIS:3896-part2-1985and subsequentrevisions,Wedge ofsame materialas body & shall vulcanised rubberlinedwithEPDM(foodgradequality)and sealsofNBRFacetofacedimensionsasperBS5163-89/IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 orequivalent) Electrostaticepoxy powder(EP-P)/ Fusionbondepoxy(Non-Toxic-suitablefordrinkingwater) coatedwithminimumthicknessof250micronsinsideand outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valvesincluding alljointing & jointing material,labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. ManuallyOperatedResilientSeatedSluiceValvesofClass PN 1.0/1.6 |
| 38 | 80mm dia (Item No. 6.8.1.1 ) |
| 39 | 100mm dia (Item No. 6.8.1.2 ) |
| 40 | Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6 |
| 41 | 80mm dia (Item No. 6.17.1 ) |
| 42 | 100mm dia (Item No. 6.17.2 ) |
| 43 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil |
| 44 | Ordinary Rock |
| 45 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, 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. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. (item no. 4.5 |
| 46 | Providing and laying in position cement concrete 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. (item no. 4.7) |
| 47 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified,complete work as per technical specification and scope of work. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). (item no. 4.8.1) |
| 48 | Removing&Re-fixing ofPrecastconcreteinterlocking blocks bymanual,stackingofseverciable&unserviceablematerial separately.disposalofdismantledmaterialleadupto50mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. Theratestobeinclusiveoffixingofminimum70percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per generalspecifications. (Interlockingblock manufacturedby fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A 1asperBS:6717-2001.Tensilesplitting strengthandbreaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) b)80 mm thick. (item no. 4.9.2) |
| 49 | Construction of OHSR |
| 50 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities:as per Scope of works. Rates for RCC OHSR 150KL SBC 10T/sqm SEISMIC Zone -II and Staging 18M (BSR Ino3.2.4.2) |
| 51 | ProvidingandfixingdoubleflangedISImarkedDI ClassK-9 pipesasperIS:8329-2000(amendeduptodate),as vertical pipesforRCCReservoirsincludingspecialsrequiredsuchas duckfootbend,bend,teeetc.providingclampsatevery3mtr, jointingmaterialssuchasnuts,bolt,rubberpacking,hydraulic testingetc. complete in all respect up to and from valve chamber asperdirectionofEIC,TechnicalSpecificationandScopeof work. BSR item no 3.6 |
| 52 | 100mm dia inlet 3.7.1/ 2021 |
| 53 | 150mm dia outlet 3.7.2/ 2021 |
| 54 | 100mm dia wash out 3.7.1/ 2021 |
| 55 | 150mm dia overflow 3.7.2/ 2021 |
| 56 | Providing, lowering, aligning, fixing in position in pipe line at work site,DID/FResilientseated(softseated)SluiceValves(Gate Valves),Vacuumtight(bubbletight),straightandpocketless body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body&bonnet of Ductile cast iron of grade GGG40/GGG50asperDIN1693orGRSG-400/12asperIS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequentrevisions,Wedgeofsamematerialasbody&shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS(AISI316orequivalent)Electrostaticepoxypowder(EP-P)/ Fusionbondepoxy(Non-Toxic-suitablefordrinkingwater) coated with minimum thickness of 250 microns inside and outside, DrilledasperIS1538.Nut-BoltconfirmingtoIS:1363andIS: 1367 (Galvanisedsteel)InsersionrubberofblackEPDM6mm thick. Suitablesupport structure as per directions ofEIC, Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnical SpecificationsandasperdirectionofEngineer-in-charge.Note: Ratesareexclusiveoftailpiece/dismantlingjointsandearth work. |
| 57 | 100mm dia wash out 6.8.1.2/ 2021 |
| 58 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). A/F Tee , Bend, Reducer (All End Flanged) Up to 300 mm dia (BSR Item no 1.3.3.1 ) |
| 59 | CONSTRUCTION OF CWR |
| 60 | Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 61 | 100KL Capacity CWR Item No. 3.3.1.3 |
| 62 | ProvidingandfixingdoubleflangedISImarkedDI ClassK-9 pipesasperIS:8329-2000(amendeduptodate),as vertical pipesforRCCReservoirsincludingspecialsrequiredsuchas duckfootbend,bend,teeetc.providingclampsatevery3mtr, jointingmaterialssuchasnuts,bolt,rubberpacking,hydraulic testingetc. complete in all respect up to and from valve chamber asperdirectionofEIC,TechnicalSpecificationandScopeof work. BSR item no 3.6 |
| 63 | 100mm dia inlet 3.7.1/ 2021 |
| 64 | 150mm dia outlet 3.7.2/ 2021 |
| 65 | 100mm dia wash out 3.7.1/ 2021 |
| 66 | 150mm dia overflow 3.7.2/ 2021 |
| 67 | Providing, lowering, aligning, fixing in position in pipe line at work site,DID/FResilientseated(softseated)SluiceValves(Gate Valves),Vacuumtight(bubbletight),straightandpocketless body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body&bonnet of Ductile cast iron of grade GGG40/GGG50asperDIN1693orGRSG-400/12asperIS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequentrevisions,Wedgeofsamematerialasbody&shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS(AISI316orequivalent)Electrostaticepoxypowder(EP-P)/ Fusionbondepoxy(Non-Toxic-suitablefordrinkingwater) coated with minimum thickness of 250 microns inside and outside, DrilledasperIS1538.Nut-BoltconfirmingtoIS:1363andIS: 1367 (Galvanisedsteel)InsersionrubberofblackEPDM6mm thick. Suitablesupport structure as per directions ofEIC, Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnical SpecificationsandasperdirectionofEngineer-in-charge.Note: Ratesareexclusiveoftailpiece/dismantlingjointsandearth work. |
| 68 | 100mm dia wash out 6.8.1.2/ 2021 |
| 69 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). A/F Tee , Bend, Reducer (All End Flanged) Up to 300 mm dia (BSR Item no 1.3.2.1 ) |
| 70 | CONSTRUCTION OF BOUNDRAY WALL |
| 71 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Section of foundation above PCC W-600 mm, D-450mm, W- 450mm, D-450 mm. 4. Superstructure work: Stone masonary W-300, height-1650 mm,/ Brick work W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done. |
| 72 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 73 | PUMPING MACHINARY |
| 74 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
| 75 | 7.5 KW (10 HP)5.1.1.4/ 2021 |
| 76 | SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
| 77 | STAR DELTA STARTER 7.5 KW (10.0 HP)- : For 2 motors (1 W+ 1S) |
| 78 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In- Charge. Class PN 1.0/1.6 150 mm dia |
| 79 | 150mm dia 6.17.4/ 2021 |
| 80 | Providing,lowering,aligning,fixinginpositioninpipe line atwork site,DI D/F Resilient seated (soft seated) SluiceValves(GateValves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications:Body & bonnet ofDuctile cast iron ofgrade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 asperIS 1865 orequivalentgrade as per IS :3896-part2-1985 and subsequent revisions, Wedge ofsamematerialasbody&shallvulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindleofSS(AISI316orequivalent)Electrostatic epoxy powder(EP-P)/Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as perIS1538.Nut-BoltconfirmingtoIS:1363andIS: 1367(Galvanised steel) Insersion rubber of black EPDM6mmthick.Suitable supportstructureasper directionsofEIC,Sluicevalvesincludingalljointing& jointing material, labour,testing andcommissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusiveoftailpiece/dismantlingjointsandearth work. |
| 81 | 150mm dia 6.8.1.4/ 2020 |
| 82 | Providing and fixing of flanged/ plain ended MS SpecialsmadefromMSsheetstripsofrelevantIS specificationofapprovedthicknessbywelding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete includingall taxes, material, labour,insidelining,outsidecoating,testing and commissioningalong with pipe line as per technicalspecifications anddirection of Engineer-in-charge. MS pipespecialsupto600mmdia (withminimum 5mmthickness sheet)BSR 2021, 1.11.1/ 2021 |
| 83 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 , Float Guide- HBT1.HP Orifice- HTB2/ SS, Body seat ring - Leaded tin bronze/ SS. Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS: 6418, Fastners - CS, All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 84 | 40 mmBSR 2021 Item 6.6.1.1/ 2021 |
| 85 | CONSTRUCTION OF PUMP HOUSE |
| 86 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement. |
| 87 | FUNCTIONAL HOUSEHOLD CONNECTION |
| 88 | Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipe in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately. |
| 89 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. (PHED BSR 2021 Item No 1.21.1) |
| 90 | P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. (PHED BSR 1.23/2021) |
| 91 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers like i.e. Aadhar No./ Ration Card/ Voter ID/ BPL Card/Pan Card/ Driving Licence/ Passport/ Antyodaya Card/ Mobile No. etc. and entering the details on the above website. The cost also includes computer and operator. (PHED BSR 2021 Item No 9.3) |
| 92 | Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. (PHED BSR 2021 Item No 1.26) |
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