Public Health Engineering Department-PHED has published Tender For Providing Laying And Jointing Of Different Size Of Pipe Line In Urban And Rural Water Supply Scheme Of Division Malpura Under Annual Rate Contract. Submission Date for this Tender is 28-12-2023. Pipe Laying Tenders in Malpura Rajasthan. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 80 mm |
| 3 | 100 mm |
| 4 | 150 mm |
| 5 | 200 mm |
| 6 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing DuctileIron (DI) ISImarked K-9gradeS&Spipes asper 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. |
| 7 | 100 mm |
| 8 | 150 mm |
| 9 | 200 mm |
| 10 | 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). |
| 11 | All End Socketed |
| 12 | Up to 300 mm Diameter |
| 13 | All End Flanged |
| 14 | Up to 300 mm Diameter |
| 15 | Single Flange/ MJ Collar |
| 16 | Up to 300 mm Diameter |
| 17 | Providing,lowering,layingandjointing intrenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date) withnecessaryjointingmateriallikemechanicalconnectors, i.e.thread/insertjoint/quickreleasecouplerjoint/compression fittingjointorflangedjointandspecialsjointingpipeby 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:Providingandfixingofallrequisitespecialsasperdrawing, 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. |
| 18 | HDPE PE-80PN-6 |
| 19 | 63 mm dia |
| 20 | 75 mm dia |
| 21 | 90 mm dia |
| 22 | 110 mm dia |
| 23 | HDPE PE-100PN-6 |
| 24 | 63 mm dia |
| 25 | 75 mm dia |
| 26 | 90 mm dia |
| 27 | 110 mm dia |
| 28 | HDPE PE-80PN-10 |
| 29 | 90 mm dia |
| 30 | 110 mm dia |
| 31 | HDPE PE-100PN-10 |
| 32 | 90 mm dia |
| 33 | 110 mm dia |
| 34 | Providing,lowering,layingandjointing intrenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to date) withnecessaryjointingmateriallikemechanicalconnectors, i.e.thread/insertjoint/quickreleasecouplerjoint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electrofusionweldingmethod,includingalltaxes,transportation andfreight charges, inspectioncharges, 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:Providingandfixingofallrequisitespecialsasperdrawing, 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. |
| 35 | HDPE PE-80PN-6 |
| 36 | 125 mm dia |
| 37 | 140 mm dia |
| 38 | 160 mm dia |
| 39 | 180 mm dia |
| 40 | 200 mm dia |
| 41 | HDPE PE-100PN-6 |
| 42 | 125 mm dia |
| 43 | 140 mm dia |
| 44 | 160 mm dia |
| 45 | 180 mm dia |
| 46 | 200 mm dia |
| 47 | HDPE PE-80PN-10 |
| 48 | 125 mm dia |
| 49 | 140 mm dia |
| 50 | 160 mm dia |
| 51 | 180 mm dia |
| 52 | 200 mm dia |
| 53 | HDPE PE-100PN-10 |
| 54 | 125 mm dia |
| 55 | 140 mm dia |
| 56 | 160 mm dia |
| 57 | 180 mm dia |
| 58 | 200 mm dia |
| 59 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depthsintrenchescompleteincluding alltaxes,material, labour, inside lining, outside coating, testingandcommissioning alongwith pipelineaspertechnicalspecifications anddirection of Engineer in-charge. |
| 60 | MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) |
| 61 | Laying, Jointing, Testing and Commissioningof Ductile Iron (DI) Pipes of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soilas directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials) |
| 62 | 80 mm |
| 63 | 100 mm |
| 64 | 125 mm |
| 65 | 150 mm |
| 66 | 200 mm |
| 67 | Laying,Jointing,TestingandCommissioning ofHDPEpipesofany gradein assorted length with specials, valves etc. with jointing material/ fixing of necessary jointing material like mechanical connector i.e. thread/ insert joint/quick release coupler joint compression fitting joint or flanged joint and jointing pipe in proper positionandjointingofallspecialsbybuttfusion/electrofusion weldingmethod,includinglocalhandlingandtransportationfrom PHEDstoreandthenrefillingofsoilwithpropercompactionand disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfactionofEIC.(RatesareExclusiveofEarthWorkandjointing materials) |
| 68 | 90 mm |
| 69 | 110 mm |
| 70 | 125 mm |
| 71 | 140 mm |
| 72 | 160 mm |
| 73 | 180 mm |
| 74 | 200 mm |
| 75 | Providing, lowering, laying and jointing in trenches,standard lengths ISImarkedRigidPVC-OS/SPipes(pushonjoints)asperIS-16647: 2017(amendeduptodate) withEPDMGasketsealsonjoints includingalltaxes,transportationandfreightcharges,inspection charges,loading/unloadingcharges,stackingofpipes,layingof pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction ofEngineer-in-charge of following class and diameter. Note:Providingandfixingofallrequisitespecialsasperdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 76 | PVC-O pipe Class 500PN-16 |
| 77 | 110 mm dia |
| 78 | 160 mm dia |
| 79 | 200 mm dia |
| 80 | PVC-O pipe Class 500PN-12.5 |
| 81 | 110 mm dia |
| 82 | 160 mm dia |
| 83 | 200 mm dia |
| 84 | Providing and fixing ISI mark (IS 9763: 2000 or amended up to date) PTMTbibcock15mmnominalbore,minimumweight92gmsand length100mmaspertechnicalspecification,approvedmake and direction of Engineer in charge. |
| 85 | 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 |
| 86 | Add extra for trenches for every additional lift over item no 4.1 |
| 87 | Above 1.5 mtr and up to 3.0 mtr. |
| 88 | Dismantlingofcementconcretepavementforpipeline andchambersby mechanicalmeansusingpneumatictools,cuttingtheperipheraledgebyCC 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.Measurementfordismantledtrenchtobemade asperstandard trenchwidthspecifiedintenderdocumentandnoextrapaymentshallbe 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. |
| 89 | Dismantlingofflexiblepavementforpipeline andchambersbymechanical meansusingpneumatictools,breakingtopiecesnotexceeding0.02cumin volumeandstockpilingatdesignatedlocationsanddisposalofdismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to bemade asper standardtrench widthspecified intender documentand no extra payment shall be made be made for trench width more than specified, re handlingofmaterial/earthtocompletethetaskspertechnicalspecification and scope of work. |
| 90 | Bituminous courses |
| 91 | Granular courses |
| 92 | 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 morethan specified, completeworkasper technicalspecification and scope of work. |
| 93 | 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. |
| 94 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 95 | Plain cement concrete pavementof M-30 Grade |
| 96 | 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 tobe inclusiveof fixing of70percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automaticstationeryhydraulicvibropressedmachine&fullcomputerized automaticbatchingplantofclassA-1asperBS:6717-2001.Tensilesplitting 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) Note:Ifexistingprecastblockusedmorethan70%,thanforevery1%use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. |
| 97 | 60 mm thick. |
| 98 | 80 mm thick. |
| 99 | 100 mm thick |
| 100 | Providing, lowering,aligning, fixing inposition inpipe line, CI D/F Sluice valves straightandpocketlessbodypassageofapprovedmakeof 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 - AISI- 410 ,Body Seat ring, Wedge facingring&Bushes-LTB2/SS ,FacetofacedimensionsasperIS14846/2000 (amendeduptodate),Epoxy(Non-Toxic-suitablefordrinkingwater)applied inside and outside,Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 andIS:1367/CS/galvanisedsteel InsertionrubberofblackEPDM6mmthick. Sluice valves including all jointing & jointing material, labour, testing and commissioningalongwithpipelineasperTechnicalSpecificationsandasper direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 101 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 102 | 80 mm HW |
| 103 | 100 mm HW |
| 104 | 125 mm HW |
| 105 | 150 mm HW |
| 106 | 200 mm HW |
| 107 | Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete, asperAPI:594/API:598andoffollowingspecifications: Body&CoverofGrey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (foodgradequality),BodyseatofSS,FacetofacedimensionsasperAPI:594 ,FlangesDrilledasperIS:1538. Epoxy(Non-Toxic&suitablefordrinkingwater) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,Spring SS AISI 316/304 , Bonnet Gasket EPDM ,Bush- BrasswithEPDM/NBR"O"ringseal.Nut-BoltconfirmingtoIS:1363andIS:1367 (galvanisedsteel),InsertionrubberofblackEPDM6mmthick.Suitable support structureasperdirectionsofEIC includingjointing&jointingmaterial,labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 108 | Class PN 1.0 |
| 109 | 80 mm dia |
| 110 | 100 mm dia |
| 111 | 125 mm dia |
| 112 | 150 mm dia |
| 113 | 200 mm dia |
| 114 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float StainlessSteelAISI304/IS:3444,FloatGuide-HBT1,Bodyseatring-Leadedtin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS 6418 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CSEpoxypaintinsideoutsideoffoodgradesafefordrinkingwater,Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 115 | Class PN 1.0 |
| 116 | 15 mm S-1 Type |
| 117 | 25 mm S-1 Type |
| 118 | 40 mm S-1 Type |
| 119 | 50 mm S-2 Type |
| 120 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended up to date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron asperIS:210-FG200,Float-StainlessSteelAISI304/IS:3444, FloatGuide- HBT1.HPOrifice- HTB2/SS,Bodyseatring-Leadedtinbronze/SS.Sealringand face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,Valves including all material, labour,testingandcommissioningasperTechnicalSpecificationsandasper direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
| 121 | Class PN 1.0 |
| 122 | 40 mm |
| 123 | 50 mm |
| 124 | 80 mm |
| 125 | 100 mm |
| 126 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as 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 face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, 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. |
| 127 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 128 | 80 mm dia |
| 129 | 100 mm dia |
| 130 | 125 mm dia |
| 131 | 150 mm dia |
| 132 | 200 mm dia |
| 133 | ConstructionofRCCSluicevalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. |
| 134 | For Class-A loading |
| 135 | Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm |
| 136 | Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm |
| 137 | Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm |
| 138 | ConstructionofRCCAirvalvechamberfordifferenttypeofvalves includingearthworkexcavation,100mmPCCM15 aslevellingcourse, RCC M25 grade for base slab, side wall & cover slab , including cost of steelreinforcement,formwork,Pre-castslabs,Plasticencapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge. |
| 139 | For Class-A loading |
| 140 | Air valve chamber of size0.9m x1m x1.71m for air valve size-from 50 mm-to-80mm |
| 141 | Air valve chamber of size1m x1.1m x1.96m for air valve size of 100mm |
| 142 | Air valve chamber of size1.05m x1.4m x2.42m for air valve size of 150mm |
| 143 | Air valve chamber of size1.325m x1.7m x2.9m for air valve size of 200mm |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
