Public Health Engineering Department-PHED has published Tender For Providing Laying, Jointing Of Various Sizes Pipe Lines Under City Dn. Barmer Annual Rate Contract. Submission Date for this Tender is 05-04-2024. Pipe Laying Tenders in barmer Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | PHED BSR-2023 Revised |
| 2 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar liningsuitable forpotablewaterwithrubberring (EPDM) jointsas perIS:5382-1985includingalltaxes(Centralandlocal), transportation and freight charges, inspection charges, loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee,bendetc.)satisfactoryhydraulictesting,disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note:Providingandfixingofallrequisitespecialsasperdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 3 | 80 mm |
| 4 | 100 mm |
| 5 | 150 mm |
| 6 | 200 mm |
| 7 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends, tapers,caps etc.withintrenches inDIpipe line completeincluding all material, labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 8 | All End Socketed |
| 9 | Up to 300 mm Diameter |
| 10 | Above 300mm and up to 600 mm diameter |
| 11 | Above 600 mm diameter |
| 12 | All End Flanged |
| 13 | Up to 300 mm Diameter |
| 14 | Above 300mm and up to 600 mm diameter |
| 15 | Above 600 mm diameter |
| 16 | Single Flange/ MJ Collar |
| 17 | Up to 300 mm Diameter |
| 18 | Above 300mm and up to 600 mm diameter |
| 19 | Above 600 mm diameter |
| 20 | Double Flange Pipe (up to 1 mtr. length) |
| 21 | Up to 300 mm Diameter |
| 22 | Above 300mm and up to 600 mm diameter |
| 23 | Above 600 mm diameter |
| 24 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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. |
| 25 | HDPE PE-80PN-6 |
| 26 | 63 mm dia |
| 27 | 75 mm dia |
| 28 | 90 mm dia |
| 29 | 110 mm dia |
| 30 | HDPE PE-80PN-10 |
| 31 | 90 mm dia |
| 32 | 110 mm dia |
| 33 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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 by 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 and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning 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 of pipe shall be in straight length in 6/12 M. |
| 34 | HDPE PE-80PN-6 |
| 35 | 125 mm dia |
| 36 | 140 mm dia |
| 37 | 160 mm dia |
| 38 | 180 mm dia |
| 39 | 200 mm dia |
| 40 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil |
| 41 | Add extra for trenches for every additional lift over item no 4.1 |
| 42 | Above 1.5 mtr and up to 3.0 mtr. |
| 43 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:Ordinary rock |
| 44 | Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 45 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 46 | Dismantling of flexible pavement for pipe line line and chambers by mechanicalmeansusingpneumatictools,breakingtopiecesnotexceeding 0.02cuminvolumeandstockpilingatdesignatedlocationsanddisposalof dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. Bituminous courses |
| 47 | Dismantling of flexible pavement for pipe line line and chambers by mechanicalmeansusingpneumatictools,breakingtopiecesnotexceeding 0.02cuminvolumeandstockpilingatdesignatedlocationsanddisposalof dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. Granular courses |
| 48 | Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work.M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 49 | Providingandlayinginpositioncementconcreteinspecifiedgradeover prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line andchamberwork.MeasurementforCCworktobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe madebemadefortrenchwidthmorethanspecified, completeworkasper technical specification and scope of work.Plain cement concrete pavementof M-30 Grade |
| 50 | Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe linebymanualmethod,stackingofserviceable&nonserviceablematerial separately, disposal of dismantled material lead upto 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 baseasdefined.Completejobistobeexecutedasperthedirectionsof 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 against damaged, including alllead and lift as per Technicalspecifications. (Interlockingblockmanufacturedbyfully computerizedautomaticstationeryhydraulicvibropressedmachine&full computerizedautomaticbatchingplantofclassA-1asperBS: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) 60 mm thick. |
| 51 | 80 mm thick. |
| 52 | 100 mm thick. |
| 53 | Horizontaldirectionaldrilling(bytrenchlesstechnology)ofsuitablediahole minimum1.0mtrbelownaturalgroundlevelinalltypeofsoilunderCC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the formofacoil includingexcavation,shoring/strutting,preparation,maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work. Excluding cost of pipe line. Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. |
| 54 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerneddepartmentauthoritybytrenchlessmethod adoptinganysuitable technology below ground at required depth under running traffic condition as perHighway/Railwaystandardincludingcarryingoutsurveyworkatthejob site for determining underground cable trenches like telephone, cable, water & sanitarylinesandresistivitytestforfindingthesoilstratausingnecessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit(up to3meter depth) with proper protection at thesesites with shoringsheetsandISMB.ProvidingMScuttingedgesforfrontshieldand constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle aspertherequirementofHighway/Railwayauthority,craneforhandingof pipeandanyothermachinery,tools,andtacklesrequired,constructionof temporaryworksasperdesign,drawingandmethodasperapprovedby authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outsideof casing pipeas per technical specification.300 mm Dia 8 mm thick casing pipe. |
| 55 | 400 mm Dia 8 mm thick casing pipe . |
| 56 | 500 mm Dia 8 mm thick casing pipe . |
| 57 | 600 mm Dia 10 mm thick casing pipe . |
| 58 | 700 mm Dia 10 mm thick casing pipe . |
| 59 | Removing& Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal ofdismantledmaterialleadupto50mtr.TheBricks interlocking belaidon average12mmthickbedofmudmortarandthejointstobefilledwith pointingincementmortar1:3.Layingprocedureoncompactedsubbaseas defined.CompletejobistobeexecutedasperthedirectionofEngineerin charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks andcostofrequirednew FirstclassFPSbricks(min.10.5Mpa)inplaceof damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge.Horizontal aligned Bricks |
| 60 | Vertical aligned Bricks |
| 61 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, 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 IS 14846/2000 (amended up to date) ,Epoxy ( 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 steelInsertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0 |
| 62 | 80 mm HW |
| 63 | 100 mm HW |
| 64 | 125 mm HW |
| 65 | 150 mm HW |
| 66 | 200 mm HW |
| 67 | Providing,lowering,aligning,fixinginpositioninpipelineatworksite,DID/F Resilientseated(softseated)SluiceValves(GateValves),Vacuumtight(bubble tight), straight and pocket less body passage of approved make of following class & diacompleteconfirmingtoBS-EN-1171/AWWAC-509andoffollowing specifications:Body & bonnet ofDuctile castiron ofgrade GGG40/GGG50as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2 1985 and subsequent revisions, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to facedimensionsasperBS5163-89/IS14846/2000(amendeduptodate)/Din 3202F4,Stem/spindleofSSAISI316/410Electrostaticepoxypowder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thicknessof250micronsinsideandoutside,DrilledasperIS1538.Nut-Bolt confirmingtoIS:1363andIS:1367 (Galvanisedsteel)Insertionrubberofblack EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves includingall jointing& jointingmaterial, labour,testingandcommissioningalong withpipelineasperTechnicalSpecificationsandasperdirectionofEngineer-in- charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated Resilient Seated Sluice Valves of Class PN 1.680 mm dia |
| 68 | 100 mm dia |
| 69 | 125 mm dia |
| 70 | 150 mm dia |
| 71 | 200 mm dia |
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