Tender For (2) Works Of Conversion Of Existing Handpump Water Supply Scheme Village Hathal, Jjy Wss Village Ranadi And Handpump Wss Village Serwatehsil Reodar, District Sirohi Under Jal Jeevan Mission (Jjm) On Risk And Cost, Sirohi-Rajasthan

TDR : 37153624

Tender Notice
BOQ

Expired

Sirohi , Rajasthan

Tender Brief : Tender For (2) Works Of Conversion Of Existing Handpump Water Supply Scheme Village Hathal, Jjy Wss Village Ranadi And Handpump Wss Village Serwatehsil Reodar, District Sirohi Under Jal Jeevan Mission (Jjm) On Risk And Cost

Document Fees
₹ 5000 /-

EMD
₹ 257782.0 /-

Tender Value
₹ 1.28 Crore /-

Submission Date
17-04-2023

Competition Type
Indian

Bidding Type
Tender

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1	PROPOSAL FOR CONVERSION OF EXISTING HANDPUMP WATER SUPPLY SCHEME VILLAGE HATHAL TEHSIL REODAR, DISTRICT SIROHI UNDER JAL JEEVAN MISSION (JJM) PWS
2	CONSTRUCTION OF TUBE WELL (Rates are based on PHED SOR 2020)
3	(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.
4	(2.4.2) Nominal bore 200 mm dia.
5	(2.4.3) Add 15% extra on above item for drilling depth beyond 100 mtr, If depthof Tube well is more than 100 mtr.
6	(2.8) Testing verticality of tube well by plumbing system and yield test anddraw down test by pumping system as per IS : 2800 (Part - II) - 1979 asamended up to date.
7	(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.
8	(2.19) Supply & Fixing of ISi marked three core PVC flat submersible cable asper IS 694: 1990 or amended up to date and conductor as per class 5 of IS8 130: 1980 includ ing making connection etc.
9	(2.19.1) 3 core 4.0 mm2
10	(2.2) Providing and Laying of ISI Marked PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS 1554 category II and approved make of including excavation of 30cmx75cm side trench as per IS 1255, 25cm thick under layer of sand II class brick covering, refilling earth in the remaining portion making necessary connection including testing etc. of required size 4 core (category 1) make as mentioned in specification.
11	(2.20.2) 16 Sqmm, 4 core
12	(2.24) Providing & Lowering in tubewell ISl marked GI Pipe \"B\" class as perIS: 1239 or amended up to date threaded and double flanged (welded) onboth ends and two number 25x3mm ms flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
13	(2.24.2) 50 mm dia
14	(2.11) Supply of ERW M.S. black casing pipe ISi marked (IS: 4270/2001) oramended up to date of following sizes
15	(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
16	(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.
17	(2.12.2) 200 mm dia nominal bore.
18	(T-15) Providing & fixing of ISI Marked GI Bend 90 degrees of following sizes including all jointing material “B” class.
19	(T-15.1) 50 mm dia
20	(2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon typepressure gauge of range 0 to I 0 kg. including all jointing material as per specification with safety cover.
21	(2.18) Supply and Fixing of electric control feeder panel comprising of suitablerating MCCB , fully automatic star-delta starter, over load relay, amperemeter with CTs, volt meter, phase preventor, suitable starting capacitorsphase indicators, lighting arrangement etc complete suitable for threephase pump set. The panel should have space for energy meter (suppliedby DISCOM). All these equipments shall be housed by panel box madeout from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron ofsize 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs,each leg\"s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The sizeof CC plateform should be equal or bigger than the base size of panelhaving height of at least 200 mm from ground level. The panel shouldhave opening of suitable size in front of space for energy meter with glassfor meter reading. The operation of panel should be suitable for on 440Volt AC Supply.
22	(2.18.1) Above 5 HP and up to 10 HP
23	(2.3) Providing & Fixing of double flanged, Cl body, ISi marked NR V ofapproved make of following sizes
24	(2.30.1) 65 mm dia
25	(2.23) Supply & Fixing tube well cover of MS sheet 8mm thick at top & Smmthick I OOmm wide shroud around the edge so as to form a cap on the topend of casing pipe with GI Nipple 45cm long & two GI flanges at bothend in 80mm sizes passing through a hole in the centre of MS sheet. A25mm socket with end plug shall also be welded over top plate (as perdrawillg enclosed). A GI nipple having outside thread of size 1/2\" (forinstallation pressure gauge) shall tie provided & welded with 80mm GInipple near top plate nipple shall be provided with end plug.
26	(2.23.3) 200 mm dia
27	(6.1.1.1) 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.Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW
28	Construction of Reservoirs (Rates are based on PHED SOR 2020)
29	(1) ConstructionofRCCflatslab OverHeadServiceReservoiroffollowing capacity andstagingconsistingofexcavationinalltypesofstrata,RCCwork, cementplasterwithwaterproofingcompoundtotheinnerfaceofthecontainer including refilling disposing off the surplus stuff, plinth protection , all labour and materialchargesincluding providingandfixingofaccessoriessuchasladder, manholeframeandcovers,waterlevelindicator(floattype),ventilatorwithSS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on externalsurfaceoftopdome, foodgradeepoxypaintoninternalsurfaceand givingsatisfactoryhydraulictestandwatertightness testasperI.S.code,etc. completeinallrespectasperdesigndata,criteria,obligatoryrequirementsand detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required), painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any otherwork relatedto structureasper thedirections ofEngineer-in- Charge, Technical Specification and Scope of Work .CAP. 75KL/18M
30	The rate indicated below are excluding th cost of pipes, specials and valve required for inlet, washout, overflow and bypass arrangement
31	(3.2.2.1) Ratefor RCC OHSR, SBC 10T/Sqm, seismic zone II and Staging 18 Mtr.75 KL /18 MT CAPACITY
32	(3.2.1.2) Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%
33	(3.4) Providing and fixing double flanged ISI marked DI class K-9 pipes as per IS:8329-2000 (amended upto date) as vertical pipes for RCC reservoirs including specials required such as duck foot bend,bend, tee etc. providing clamps at every 3 mtr, jointing material such as nuts,bolts,rubberpacking hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, technical specification and scope of work.
34	(3.4.1) 100 mm
35	(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
36	(P 11.4) 100 mm HW
37	RISING MAIN PIPELINE (Rates are based on PHED SOR 2020)
38	(1.4) Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amendeduptodate) withnecessaryjointingmateriallike mechanicalconnectors,i.e.thread/insert joint/quick release couplerjoint/compressionfittingjointorflangedjointand specialsjointingpipeby electrofusionweldingmethod, including all taxes , transportation and freight charges, inspectioncharges,loading/unloadingcharges,stackingof pipes,includingcostoflabourandmaterial,specials(Tee, bend etc.), satisfactoryhydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note:Providingandfixingofallrequisitespecialsasper 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	(1.4.3) HDPE PE-80PN-10
40	(1.4.3.1) 90 mm dia
41	(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.
42	In soft Rock
43	(4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm.
44	In Hard Rock ( Blasting prohibited)
45	(4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal.
46	(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 :
47	(1.3.1) A/S Tee, Bend, Reducer(All End Socketed)
48	(1.3.1.1) Upto 300 mm Diameter
49	(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
50	(6.5.1.2) 25 mm S-1 Type
51	(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
52	(P 11.4) 100 mm HW
53	(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.
54	(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).
55	(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.
56	DISTRIBUTION PIPELINE (Rates are based on PHED SOR 2020)
57	(1.4) HDPE PIPESProviding, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amendedupto date) with necessary jointing material like mechanicalconnectors, i.e. thread/ insert joint/ quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipeby butt fusion/ electro fusion welding method, including all taxes ,transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour andmaterial, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and di rection 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 andshall not be paid. separately.Supply upto 110 mm dia. in coil & above 110 mm dia straight lengthin6M.
58	(1.4.1.1) HDPE PE-80 PN-675mm dia. (With ED)
59	(1.4.1.2) HDPE PE-80 PN-690 mm dia. (With ED)
60	(1.4.1.3) HDPE PE-80 PN-6110 mm dia. (With ED)
61	(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.
62	(4.1.1) In all type of soil
63	(4.1.1.1) For HDPE pipe line dia up to 110 mm
64	(4.1.1.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm.
65	(4.1.2) In soft Rock
66	(4.1.2.1) For HDPE pipe line dia up to 110 mm
67	(4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm.
68	(4.1.3) In Hard Rock ( Blasting prohibited)
69	(4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal.
70	(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.
71	(40604) BFM100 mm
72	(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 :
73	(1.3.1) A/S Tee, Bend, Reducer(All End Socketed)
74	(1.3.1.1) Upto 300 mm Diameter
75	(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.
76	Manually Operated CI Sluice valve of Class PN-1.0
77	(6.1.1.1) 80 mm HW
78	(6.1.1.2) 100 mm HW
79	(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.
80	(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).
81	(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.
82	(4.5) Removing &Re-fixingofPrecastconcreteinterlockingblocksby manual,stackingofseverciable&unserviceablematerialseparately. disposal of dismantled material lead up to 50 mtr. The C.C. interlockingpavingblocksbelaidonaverage25mmthickbedof 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 perthedirectionsofEngineerincharge.Theratestobeinclusiveof fixingofminimum70percentreusableprecastconcreteinterlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications.(Interlocking block manufacturedbyfullycomputerizedautomaticstationeryhydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking loadasperBS:6717-2001 Colour:Greycementnaturalcolour. VariationinDimension:Lessthan1.6mmVariationinthickness: Less than 3.2 mm)
83	(4.5.2) b)80 mm thick.
84	Procurment and installation of pump set (Rates are based on PHED SOR 2020)
85	(2.15) Supply & Installation of 3 phase ISi marked submersible motor pumpset of five star rating by BEE and as per JS: 8034-2011 (pump) and IS9283-2013 (motor) or amended up to date of approved make of followingduty condition with required accessories including making connectionsuitable for tube well/DCB. The job includes lowering of motor pump,installation of complete fitting & accessories, jointing of electrical cablesup to switch board, testing of submersible pump set and interconnectionup to water mains, complete in all respect.
86	(2.15.1) Up to 5.5 KW (7.5 HP) & head up to 120 mtr.
87	House Hold Connection in scheme (Rates are based on PHED SOR 2020)
88	(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 lineattheentrypointoftheconsumer\"spropertyinsucha 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 section\"TechnicalSpecifications\"ofbiddocument.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.
89	(1.19.1) Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe
90	(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.
91	CONVERSION OF EXISTING JJY WATER SUPPLY SCHEME VILLAGE RANADI TEHSIL REODAR, DISTRICT SIROHI UNDER JAL JEEVAN MISSION (JJM) PWS
92	CONSTRUCTION OF TUBE WELL (Rates are based on PHED SOR 2020)
93	(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.
94	(2.4.2) Nominal bore 200 mm dia.
95	(2.4.3) Add 15% extra on above item for drilling depth beyond 100 mtr, If depthof Tube well is more than 100 mtr.
96	(2.8) Testing verticality of tube well by plumbing system and yield test anddraw down test by pumping system as per IS : 2800 (Part - II) - 1979 asamended up to date.
97	(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.
98	(2.19) Supply & Fixing of ISi marked three core PVC flat submersible cable asper IS 694: 1990 or amended up to date and conductor as per class 5 of IS8 130: 1980 includ ing making connection etc.
99	(2.19.1) 3 core 4.0 mm2
100	(2.2) Providing and Laying of ISI Marked PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS 1554 category II and approved make of including excavation of 30cmx75cm side trench as per IS 1255, 25cm thick under layer of sand II class brick covering, refilling earth in the remaining portion making necessary connection including testing etc. of required size 4 core (category 1) make as mentioned in specification.
101	(2.20.2) 16 Sqmm, 4 core
102	(2.24) Providing & Lowering in tubewell ISl marked GI Pipe \"B\" class as perIS: 1239 or amended up to date threaded and double flanged (welded) onboth ends and two number 25x3mm ms flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
103	(2.24.2) 50 mm dia
104	(2.11) Supply of ERW M.S. black casing pipe ISi marked (IS: 4270/2001) oramended up to date of following sizes
105	(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
106	(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.
107	(2.12.2) 200 mm dia nominal bore.
108	(T-15) Providing & fixing of ISI Marked GI Bend 90 degrees of following sizes including all jointing material “B” class.
109	(T-15.1) 50 mm dia
110	(2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon typepressure gauge of range 0 to I 0 kg. including all jointing material as per specification with safety cover.
111	(2.18) Supply and Fixing of electric control feeder panel comprising of suitablerating MCCB , fully automatic star-delta starter, over load relay, amperemeter with CTs, volt meter, phase preventor, suitable starting capacitorsphase indicators, lighting arrangement etc complete suitable for threephase pump set. The panel should have space for energy meter (suppliedby DISCOM). All these equipments shall be housed by panel box madeout from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron ofsize 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs,each leg\"s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The sizeof CC plateform should be equal or bigger than the base size of panelhaving height of at least 200 mm from ground level. The panel shouldhave opening of suitable size in front of space for energy meter with glassfor meter reading. The operation of panel should be suitable for on 440Volt AC Supply.
112	(2.18.1) Above 5 HP and up to 10 HP
113	(2.3) Providing & Fixing of double flanged, Cl body, ISi marked NR V ofapproved make of following sizes
114	(2.30.1) 65 mm dia
115	(2.23) Supply & Fixing tube well cover of MS sheet 8mm thick at top & Smmthick I OOmm wide shroud around the edge so as to form a cap on the topend of casing pipe with GI Nipple 45cm long & two GI flanges at bothend in 80mm sizes passing through a hole in the centre of MS sheet. A25mm socket with end plug shall also be welded over top plate (as perdrawillg enclosed). A GI nipple having outside thread of size 1/2\" (forinstallation pressure gauge) shall tie provided & welded with 80mm GInipple near top plate nipple shall be provided with end plug.
116	(2.23.3) 200 mm dia
117	(6.1.1.1) 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.Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW
118	RISING MAIN PIPELINE (Rates are based on PHED SOR 2020)
119	(1.4) Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amendeduptodate) withnecessaryjointingmateriallike mechanicalconnectors,i.e.thread/insert joint/quick release couplerjoint/compressionfittingjointorflangedjointand specialsjointingpipeby electrofusionweldingmethod, including all taxes , transportation and freight charges, inspectioncharges,loading/unloadingcharges,stackingof pipes,includingcostoflabourandmaterial,specials(Tee, bend etc.), satisfactoryhydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note:Providingandfixingofallrequisitespecialsasper 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.
120	(1.4.3) HDPE PE-80PN-10
121	(1.4.3.1) 90 mm dia
122	(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.
123	In soft Rock
124	(4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm.
125	In Hard Rock ( Blasting prohibited)
126	(4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal.
127	(11.1) SITCofD/FFullboretypeElectromagneticFlowMeterofapproved makeoffollowingdiaandspecificationscomplete:Media:Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU), Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement ofIEC60529,Accuracy:±0.5%M.V.-velocity0.3to10m/s, Transmitter/signalconvertorEnclosure:DieCastAluminium,Power Supply:80-240VAC-50Hz,Output1:4-20mA,Output2:Pulse, CommunicationOutput:RS485/Heart, DisplayType:LCD/LED Display,CableEntry:M20X1.5,ProvisionofRAM/PROMtostore calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 fortransmitter/convertor,includingSurgeArrester,ifrequired,andall materials required for making connection with existing pipeline 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.
128	(40546) EFM100 mm
129	(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 :
130	(1.3.1) A/S Tee, Bend, Reducer(All End Socketed)
131	(1.3.1.1) Upto 300 mm Diameter
132	(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
133	(6.5.1.2) 25 mm S-1 Type
134	(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
135	(P 11.4) 100 mm HW
136	(P 11.6) 150 mm HW
137	(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.
138	(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).
139	(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.
140	DISTRIBUTION PIPELINE (Rates are based on PHED SOR 2020)
141	(1.4) HDPE PIPESProviding, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amendedupto date) with necessary jointing material like mechanicalconnectors, i.e. thread/ insert joint/ quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipeby butt fusion/ electro fusion welding method, including all taxes ,transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour andmaterial, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and di rection 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 andshall not be paid. separately.Supply upto 110 mm dia. in coil & above 110 mm dia straight lengthin6M.
142	(1.4.1.1) HDPE PE-80 PN-675mm dia. (With ED)
143	(1.4.1.2) HDPE PE-80 PN-690 mm dia. (With ED)
144	(1.4.1.3) HDPE PE-80 PN-6110 mm dia. (With ED)
145	(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.
146	(4.1.1) In all type of soil
147	(4.1.1.1) For HDPE pipe line dia up to 110 mm
148	(4.1.1.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm.
149	(4.1.2) In soft Rock
150	(4.1.2.1) For HDPE pipe line dia up to 110 mm
151	(4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm.
152	(4.1.3) In Hard Rock ( Blasting prohibited)
153	(4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal.
154	(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.
155	(40604) BFM100 mm
156	(40606) BFM150 mm
157	(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 :
158	(1.3.1) A/S Tee, Bend, Reducer(All End Socketed)
159	(1.3.1.1) Upto 300 mm Diameter
160	(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.
161	Manually Operated CI Sluice valve of Class PN-1.0
162	(6.1.1.1) 80 mm HW
163	(6.1.1.2) 100 mm HW
164	(6.1.1.4) 150 mm HW
165	(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.
166	(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).
167	(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.
168	(4.5) Removing &Re-fixingofPrecastconcreteinterlockingblocksby manual,stackingofseverciable&unserviceablematerialseparately. disposal of dismantled material lead up to 50 mtr. The C.C. interlockingpavingblocksbelaidonaverage25mmthickbedof 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 perthedirectionsofEngineerincharge.Theratestobeinclusiveof fixingofminimum70percentreusableprecastconcreteinterlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications.(Interlocking block manufacturedbyfullycomputerizedautomaticstationeryhydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking loadasperBS:6717-2001 Colour:Greycementnaturalcolour. VariationinDimension:Lessthan1.6mmVariationinthickness: Less than 3.2 mm)
169	(4.5.2) b)80 mm thick.
170	Procurment and installation of pump set (Rates are based on PHED SOR 2020)
171	(2.15) Supply & Installation of 3 phase ISi marked submersible motor pumpset of five star rating by BEE and as per JS: 8034-2011 (pump) and IS9283-2013 (motor) or amended up to date of approved make of followingduty condition with required accessories including making connectionsuitable for tube well/DCB. The job includes lowering of motor pump,installation of complete fitting & accessories, jointing of electrical cablesup to switch board, testing of submersible pump set and interconnectionup to water mains, complete in all respect.
172	(2.15.1) Up to 5.5 KW (7.5 HP) & head up to 120 mtr.
173	House Hold Connection in scheme (Rates are based on PHED SOR 2020)
174	(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 lineattheentrypointoftheconsumer\"spropertyinsucha 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 section\"TechnicalSpecifications\"ofbiddocument.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.
175	(1.19.1) Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe
176	(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.
177	CONVERSION OF EXISTING HANDPUMP WATER SUPPLY SCHEME VILLAGE SERWA TEHSIL REODAR, DISTRICT SIROHI UNDER JAL JEEVAN MISSION (JJM) PWS
178	CONSTRUCTION OF TUBE WELL (Rates are based on PHED SOR 2020)
179	(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.
180	(2.4.2) Nominal bore 200 mm dia.
181	(2.4.3) Add 15% extra on above item for drilling depth beyond 100 mtr, If depthof Tube well is more than 100 mtr.
182	(2.8) Testing verticality of tube well by plumbing system and yield test anddraw down test by pumping system as per IS : 2800 (Part - II) - 1979 asamended up to date.
183	(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.
184	(2.19) Supply & Fixing of ISi marked three core PVC flat submersible cable asper IS 694: 1990 or amended up to date and conductor as per class 5 of IS8 130: 1980 includ ing making connection etc.
185	(2.19.1) 3 core 4.0 mm2
186	(2.2) Providing and Laying of ISI Marked PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS 1554 category II and approved make of including excavation of 30cmx75cm side trench as per IS 1255, 25cm thick under layer of sand II class brick covering, refilling earth in the remaining portion making necessary connection including testing etc. of required size 4 core (category 1) make as mentioned in specification.
187	(2.20.2) 16 Sqmm, 4 core
188	(2.24) Providing & Lowering in tubewell ISl marked GI Pipe \"B\" class as perIS: 1239 or amended up to date threaded and double flanged (welded) onboth ends and two number 25x3mm ms flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
189	(2.24.2) 50 mm dia
190	(2.11) Supply of ERW M.S. black casing pipe ISi marked (IS: 4270/2001) oramended up to date of following sizes
191	(2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m)
192	(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.
193	(2.12.2) 200 mm dia nominal bore.
194	(T-15) Providing & fixing of ISI Marked GI Bend 90 degrees of following sizes including all jointing material “B” class.
195	(T-15.1) 50 mm dia
196	(2.32) Supplying & Installing 100 mm diameter sealed diaphragm bourdon typepressure gauge of range 0 to I 0 kg. including all jointing material as per specification with safety cover.
197	(2.18) Supply and Fixing of electric control feeder panel comprising of suitablerating MCCB , fully automatic star-delta starter, over load relay, amperemeter with CTs, volt meter, phase preventor, suitable starting capacitorsphase indicators, lighting arrangement etc complete suitable for threephase pump set. The panel should have space for energy meter (suppliedby DISCOM). All these equipments shall be housed by panel box madeout from 18 guage M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron ofsize 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs,each leg\"s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form.The sizeof CC plateform should be equal or bigger than the base size of panelhaving height of at least 200 mm from ground level. The panel shouldhave opening of suitable size in front of space for energy meter with glassfor meter reading. The operation of panel should be suitable for on 440Volt AC Supply.
198	(2.18.1) Above 5 HP and up to 10 HP
199	(2.3) Providing & Fixing of double flanged, Cl body, ISi marked NR V ofapproved make of following sizes
200	(2.30.1) 65 mm dia
201	(2.23) Supply & Fixing tube well cover of MS sheet 8mm thick at top & Smmthick I OOmm wide shroud around the edge so as to form a cap on the topend of casing pipe with GI Nipple 45cm long & two GI flanges at bothend in 80mm sizes passing through a hole in the centre of MS sheet. A25mm socket with end plug shall also be welded over top plate (as perdrawillg enclosed). A GI nipple having outside thread of size 1/2\" (forinstallation pressure gauge) shall tie provided & welded with 80mm GInipple near top plate nipple shall be provided with end plug.
202	(2.23.3) 200 mm dia
203	(6.1.1.1) 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.Manually Operated CI Sluice valve of Class PN-1.0 80 mm HW
204	Construction of Reservoirs (Rates are based on PHED SOR 2020)
205	(1) ConstructionofRCCflatslab OverHeadServiceReservoiroffollowing capacity andstagingconsistingofexcavationinalltypesofstrata,RCCwork, cementplasterwithwaterproofingcompoundtotheinnerfaceofthecontainer including refilling disposing off the surplus stuff, plinth protection , all labour and materialchargesincluding providingandfixingofaccessoriessuchasladder, manholeframeandcovers,waterlevelindicator(floattype),ventilatorwithSS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height ofground level to top level, chambers for all valves, providing and applying three coats ofcement paintto the external surfaces of container, column, bracing, carbonation paint on externalsurfaceoftopdome, foodgradeepoxypaintoninternalsurfaceand givingsatisfactoryhydraulictestandwatertightness testasperI.S.code,etc. completeinallrespectasperdesigndata,criteria,obligatoryrequirementsand detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required), painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any otherwork relatedto structureasper thedirections ofEngineer-in- Charge, Technical Specification and Scope of Work .CAP. 50KL/18M
206	The rate indicated below are excluding th cost of pipes, specials and valve required for inlet, washout, overflow and bypass arrangement
207	(3.2.2.1) Ratefor RCC OHSR, SBC 10T/Sqm, seismic zone II and Staging 18 Mtr.50 KL /18 MT CAPACITY
208	(3.2.1.2) Forfoundation onSBC 7 MT/sqmapplicable for SBC more than or equal to 7 MT/sqm and less than 10 MT/sqm, add 5%
209	(3.4) Providing and fixing double flanged ISI marked DI class K-9 pipes as per IS:8329-2000 (amended upto date) as vertical pipes for RCC reservoirs including specials required such as duck foot bend,bend, tee etc. providing clamps at every 3 mtr, jointing material such as nuts,bolts,rubberpacking hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, technical specification and scope of work.
210	(3.4.1) 100 mm
211	(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
212	(P 11.4) 100 mm HW
213	RISING MAIN PIPELINE (Rates are based on PHED SOR 2020)
214	(1.4) Providing, lowering, laying and jointing in trenches,standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amendeduptodate) withnecessaryjointingmateriallike mechanicalconnectors,i.e.thread/insert joint/quick release couplerjoint/compressionfittingjointorflangedjointand specialsjointingpipeby electrofusionweldingmethod, including all taxes , transportation and freight charges, inspectioncharges,loading/unloadingcharges,stackingof pipes,includingcostoflabourandmaterial,specials(Tee, bend etc.), satisfactoryhydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note:Providingandfixingofallrequisitespecialsasper 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.
215	(1.4.3) HDPE PE-80PN-10
216	(1.4.3.1) 90 mm dia
217	(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.
218	In soft Rock
219	(4.1.2.2) For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110& up to 140 mm.
220	In Hard Rock ( Blasting prohibited)
221	(4.1.3.1) For dia of pipe above 150 mm and up to 350 mm nominal.
222	(11.1) SITCofD/FFullboretypeElectromagneticFlowMeterofapproved makeoffollowingdiaandspecificationscomplete:Media:Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU), Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement ofIEC60529,Accuracy:±0.5%M.V.-velocity0.3to10m/s, Transmitter/signalconvertorEnclosure:DieCastAluminium,Power Supply:80-240VAC-50Hz,Output1:4-20mA,Output2:Pulse, CommunicationOutput:RS485/Heart, DisplayType:LCD/LED Display,CableEntry:M20X1.5,ProvisionofRAM/PROMtostore calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 fortransmitter/convertor,includingSurgeArrester,ifrequired,andall materials required for making connection with existing pipeline 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.
223	(40546) EFM100 mm
224	(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 :
225	(1.3.1) A/S Tee, Bend, Reducer(All End Socketed)
226	(1.3.1.1) Upto 300 mm Diameter
227	(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
228	(6.5.1.2) 25 mm S-1 Type
229	(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
230	(P 11.4) 100 mm HW
231	(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.
232	(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).
233	(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.
234	DISTRIBUTION PIPELINE (Rates are based on PHED SOR 2020)
235	(1.4) HDPE PIPESProviding, lowering, laying and jointing in trenches. standard lengths HDPE ISi marked Pipes as per IS-4984: l 995 (amendedupto date) with necessary jointing material like mechanicalconnectors, i.e. thread/ insert joint/ quick release coupler joint/compression fitting joint or flanged joint and specials jointing pipeby butt fusion/ electro fusion welding method, including all taxes ,transportation and freight charges, inspection charges, loading/unloading charges, stacking of pipes, including cost of labour andmaterial, specials (Tee, bend etc.), satisfactory hydraulic testing,disinfection etc. complete as per technical specifications and di rection 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 andshall not be paid. separately.Supply upto 110 mm dia. in coil & above 110 mm dia straight lengthin6M.
236	(1.4.1.1) HDPE PE-80 PN-675mm dia. (With ED)
237	(1.4.1.2) HDPE PE-80 PN-690 mm dia. (With ED)
238	(1.4.1.3) HDPE PE-80 PN-6110 mm dia. (With ED)
239	(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.
240	(4.1.1) In all type of soil
241	(4.1.1.1) For HDPE pipe line dia up to 110 mm
242	(4.1.2) In soft Rock
243	(4.1.2.1) For HDPE pipe line dia up to 110 mm
244	(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.
245	(40604) BFM100 mm
246	(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 :
247	(1.3.1) A/S Tee, Bend, Reducer(All End Socketed)
248	(1.3.1.1) Upto 300 mm Diameter
249	(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.
250	Manually Operated CI Sluice valve of Class PN-1.0
251	(6.1.1.1) 80 mm HW
252	(6.1.1.2) 100 mm HW
253	(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.
254	(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).
255	(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.
256	(4.5) Removing &Re-fixingofPrecastconcreteinterlockingblocksby manual,stackingofseverciable&unserviceablematerialseparately. disposal of dismantled material lead up to 50 mtr. The C.C. interlockingpavingblocksbelaidonaverage25mmthickbedof 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 perthedirectionsofEngineerincharge.Theratestobeinclusiveof fixingofminimum70percentreusableprecastconcreteinterlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications.(Interlocking block manufacturedbyfullycomputerizedautomaticstationeryhydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking loadasperBS:6717-2001 Colour:Greycementnaturalcolour. VariationinDimension:Lessthan1.6mmVariationinthickness: Less than 3.2 mm)
257	(4.5.2) b)80 mm thick.
258	Procurment and installation of pump set (Rates are based on PHED SOR 2020)
259	(2.15) Supply & Installation of 3 phase ISi marked submersible motor pumpset of five star rating by BEE and as per JS: 8034-2011 (pump) and IS9283-2013 (motor) or amended up to date of approved make of followingduty condition with required accessories including making connectionsuitable for tube well/DCB. The job includes lowering of motor pump,installation of complete fitting & accessories, jointing of electrical cablesup to switch board, testing of submersible pump set and interconnectionup to water mains, complete in all respect.
260	(2.15.1) Up to 5.5 KW (7.5 HP) & head up to 120 mtr.
261	House Hold Connection in scheme (Rates are based on PHED SOR 2020)
262	(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 lineattheentrypointoftheconsumer\"spropertyinsucha 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 section\"TechnicalSpecifications\"ofbiddocument.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.
263	(1.19.1) Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe
264	(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.

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Tender For (2) Works Of Conversion Of Existing Handpump Water Supply Scheme Village Hathal, Jjy Wss Village Ranadi And Handpump Wss Village Serwatehsil Reodar, District Sirohi Under Jal Jeevan Mission (Jjm) On Risk And Cost, Sirohi-Rajasthan

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Tender For (2) Works Of Conversion Of Existing Handpump Water Supply Scheme Village Hathal, Jjy Wss Village Ranadi And Handpump Wss Village Serwatehsil Reodar, District Sirohi Under Jal Jeevan Mission (Jjm) On Risk And Cost, Sirohi-Rajasthan

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