tender for WORKS RELATED TO CONVERSION OF P&T SCHEME VILLAGE CHANDRAWATI TEHSIL ABUROAD DISTRICT SIROHI TO PIPED SCHEME UNDER JAL JEEVAN MISION (JJM) NON PWS Sl. No. Item Description 1 CONSTRUCTION OF 200MM DIA. 180 MT DEPTH TUBE WELL (1 No) (Rates are based on PHED SOR 2020) 2 (2.3) Construction of Tube Well upto 100mtr. depth in alltype of rocks by DTHsystem&overburdentoaccommodatecasingpipeoffollowing sizesinalltypesofsoils&overburdenincludingloweringofcasing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 PartII: 1979(both amendedupto date)and technical specifications.Theworkwouldbecompletedafterobtainingsandfree water. The tube well should have a throughout bore as per nominal dia of casing pipe. 3 (2.4.2) Nominal bore 200 mm dia. 4 (2.4.3) Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. 5 (2.22) S&F M.S. Clamps set of 50x6mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. 6 (2.12) Labour charges for making slots on blank pipes made of ER W MS black pipe ISi marked of following sizes, the slotting should be as per IS:8110-2000 or as amended up to date. 7 (2.12.2) 200 mm dia nominal bore. 8 (T-15) Providing & fixing of ISI Marked GI Bend 90 degrees of following sizes including all jointing material “B” class. 9 Rising Main Pipeline(Rates are based on PHED SOR 2020) 10 (SOR PIPE LINE 2020) Providing, lowering, laying in trenches, aligning, fixing in positionand jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipesas per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM)joints as per IS: 5382- 1985 including all taxes (Central and local),transportation and freight charges, inspection charges, loading/unloading charges, including cost of labour and material, specials(Tee, bend etc.) satisfactory hydraulic testing, disinfection etc.complete as per technical specifications and direction of Engineer- incharge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately. 11 (1.1.1) 80 mm 12 (1.1.2) 100mm 13 (1.1.3) 150 mm 14 (4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manualmeansintrenchesforwatersupplypipelines, shoringand strutting ifrequired as perrequired gradient and lineincluding safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. 15 In soft Rock 16 (4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm. 17 In Hard Rock ( Blasting prohibited) 18 (4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal. 19 (SOR PIPE LINE 2020) Providing, lowering, laying, aligning, fixing in position and jointing at all level/depth S&S standard special with rubber ring(EPDM) joints as per SI:5282-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour testing and commissioning along with pipe line as pertechnical specificationsand direction of Engineer-in- charges : 20 (1.3.1) A/S Tee, Bend, Reducer(All End Socketed) 21 (1.3.1.1) Upto 300 mm Diameter 22 (6.5) Providing, lowering, aligning, fixing in position and Jointing in pipe line, CIsingleAirValve Flanged/Screwedtypeofapprovedmakesfor following pressurerating &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 orscrewed typeshallhaveexternalpipethreadsconformingtoIS:554, Fasteners- CS. Allexposedmachined ferroussurfaces shallbe 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 fordrinkingwater)appliedinsideandoutside.Valvesincludingall material,labour,testingandcommissioningasperTechnical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work.Class PN 1.0 23 (6.5.1.2) 25 mm S-1 Type 24 (P-11) Providing,lowering, aligning,fixingin positionin pipeline,CID/F Sluice valvesofapprovedmakeoffollowingPressurerating& dia complete, confirming to IS:14846 (amended up to date) and of following specifications:Body,Bonnet,Wedge,Gland,ThrustPlate,Cap&Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS14846/2000(amendeduptodate),Allexposedmachinedferrous surfacesshallbepaintedwithonecoatofaluminiumredoxideprimer conformingtoIS:5660andtwocoatsofblackJapanpaintconforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.InsersionrubberofblackEPDM6mmthick.Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line asperTechnicalSpecificationsandasperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 25 (P 11.4) 100 mm HW 26 (P 11.6) 150 mm HW 27 (4.4) Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarsesand:8gradedstoneaggregate40mmnominalsize)inbase coursecompleteincludingallmaterial,labour,machinery,lighting, guarding for road restoration work in trenches of pipe line and chamber work.MeasurementforCCworktobemade asperstandardtrench widthspecifiedintenderdocumentandnoextrapaymentshall be madefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 28 (4.5.1) Providingandlayinginpositioncementconcreteinspecifiedgrade overpreparedbasecoursecompleteincludingfinishing,curing,all material,labour,machinery,lighting,guardingforroadrestoration work in trenches of pipe line and chamber work. Measurement for CC worktobemade asperstandardtrenchwidthspecifiedintender 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 Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 29 (4.2) Dismantling of cement concrete pavement for pipe lineand chambersbymechanicalmeansusingpneumatictools,cuttingthe peripheraledgebyCCcutter,breakingtopiecesnotexceeding0.02 cum in volume and stock piling at designated locations and disposal of dismantledmaterialsuptoaleadof1000meters.Measurementfor 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. 30 Procurment and installation of Centrifugal Monoblock pumping sets& submerssible pump set(Rates are based on PHED SOR 2020) 31 (2.15) Supply & Installation of 3 phase ISI marked submersible motor pump set offive star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. 32 (2.15.1) Up to 5.5 KW (7.5 HP) & head up to 120 mtr. 33 Distribution Pipeline(Rates are based on PHED SOR 2020) 34 (SOR PIPE LINE 2020) Providing, lowering, laying in trenches, aligning, fixing in positionand jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipesas per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM)joints as per IS: 5382- 1985 including all taxes (Central and local),transportation and freight charges, inspection charges, loading/unloading charges, including cost of labour and material, specials(Tee, bend etc.) satisfactory hydraulic testing, disinfection etc.complete as per technical specifications and direction of Engineer- incharge. (excluding earth work)Note : Providing and fixing of all requisite specials as per drawing,design and layout are inclusive in RM measurement of the item andshall not be paid separately. 35 (1.1.1) 100MM DIA 36 (1.1.2) 150MM DIA 37 (1.1.2) 200MM DIA 38 (1.4) Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. 39 (1.4.1.1) 75 mm dia 40 (1.4.1.2) 90 mm dia 41 (1.4.1.3) 110 mm dia 42 (4.1) Earth work in excavation by mechanical means (Hydraulic Excavator )/ manualmeansintrenchesforwatersupplypipelines, shoringand strutting ifrequired as perrequired gradient and lineincluding safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. 43 (4.1.1) In all type of soil 44 (4.1.1.1) For HDPE pipe line dia up to 110 mm 45 (4.1.1.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm. 46 (4.1.2) In soft Rock 47 (4.1.2.1) For HDPE pipe line dia up to 110 mm 48 (4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm. 49 (4.1.3) In Hard Rock ( Blasting prohibited) 50 (4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal. 51 (11.3) SITC of Bulk Flow Meter with removable mechanism class B confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210Gr.FG-200,AccuracyClass:ClassB(±2%@Nominalflow rate),MagneticDrive, DryDial,Epoxypowdercoated,Pulseoutput option,Anti-magneticprotectionincludingallmaterialsandmaking connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work. 52 (40604) BFM100 mm 53 (40606) BFM 150 mm 54 (SOR PIPE LINE 2020) Providing, lowering, laying, aligning, fixing in position and jointing at all level/depth S&S standard special with rubber ring(EPDM) joints as per SI:5282-1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour testing and commissioning along with pipe line as pertechnical specificationsand direction of Engineer-in- charges : 55 (1.3.1) A/S Tee, Bend, Reducer(All End Socketed) 56 (1.3.1.1) Upto 300 mm Diameter 57 (6.1) Providing,lowering, aligning,fixingin positionin pipeline,CID/F Sluice valvesofapprovedmakeoffollowingPressurerating& dia complete, confirming to IS:14846 (amended up to date) and of following specifications:Body,Bonnet,Wedge,Gland,ThrustPlate,Cap&Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS14846/2000(amendeduptodate),Allexposedmachinedferrous surfacesshallbepaintedwithonecoatofaluminiumredoxideprimer conformingtoIS:5660andtwocoatsofblackJapanpaintconforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.InsersionrubberofblackEPDM6mmthick.Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line asperTechnicalSpecificationsandasperdirectionofEngineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. 58 Manually Operated CI Sluice valve of Class PN-1.0 59 (6.1.1.1) 80 mm HW 60 (6.1.1.2) 100 mm HW 61 (6.1.1.4) 150 mm HW 62 (6.1.1.5) 200 mm HW 63 (4.4) Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarsesand:8gradedstoneaggregate40mmnominalsize)inbase coursecompleteincludingallmaterial,labour,machinery,lighting, guarding for road restoration work in trenches of pipe line and chamber work.MeasurementforCCworktobemade asperstandardtrench widthspecifiedintenderdocumentandnoextrapaymentshall be madefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work. 64 (4.5.1) Providingandlayinginpositioncementconcreteinspecifiedgrade overpreparedbasecoursecompleteincludingfinishing,curing,all material,labour,machinery,lighting,guardingforroadrestoration work in trenches of pipe line and chamber work. Measurement for CC worktobemade asperstandardtrenchwidthspecifiedintender 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 Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). 65 (4.2) Dismantling of cement concrete pavement for pipe lineand chambersbymechanicalmeansusingpneumatictools,cuttingthe peripheraledgebyCCcutter,breakingtopiecesnotexceeding0.02 cum in volume and stock piling at designated locations and disposal of dismantledmaterialsuptoaleadof1000meters.Measurementfor 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. 66 (4.5) Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. 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. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block, alllead and lift as per general specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking 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) 67 (4.5.2) b)80 mm thick. 68 House Hold Connection (Rates are based on PHED SOR 2020) 69 (1.19) Providingserviceconnectionaspertechnicalspecification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitablesizeofpitsandtrenchforlayingservicelineinall kinds of soil including demolishing of cement concrete,WBM, Blacktopetc.ofallthickness;cuttingofCCroad/jhiriby using a concrete cutter machine; depositing and refilling of pit &jhiriwithwatering&ramming/compacting inlayersand disposal of surplus excavated soil as directed with in a lead of 50 meter; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potablewaterincludingapprovedmakeofMS/PVCclamp withsaddlepiece,gunmetalferrule4.0mm(ISImake), valve (IS: 778) and specials with MDPE pipe PE80 PN 12.5 asperISO4427belowgroundlevelandGI15mmclassB (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore including accessories with flushing, cleaning, disinfecting and testing of pipe line complete requiredformakingofserviceconnectioncompleteinall respect including labour charges . In addition to the ferrule, an orifice of4.0 mm dia should also beprovided inthe service lineattheentrypointoftheconsumerspropertyinsucha waythatitshouldbeaccessibleforinspectiontoVWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm.For detailed specifications of MDPE pipes please refer sectionTechnicalSpecificationsofbiddocument.General specifications of MDPE pipes shall be as under:• The raw material shall be virgin PE 80 Blue compound and complywiththerequirementsofISO/Directiveoftesting material : 9080 with minimum required strength of 8 Kg/sq.cm.• The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar.• The pipes shall bear ISO marking. 70 (1.19.1) Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe 71 (9.3) 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 likei.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.
