Works Of Providing Laying Jointing Of Various Size Hdpe Pipe Line Constriction & Commission Of Open Well, Rcc Esr, Cwr, Ph, Providing And Installation Of Pump Set, And Related Works On Turnkey Basis Including Defect Liability Period Of 12 Months Of Ru
Tender Value
99.30 Lakhs
Estimated cost
Bid Submission
12 Apr 2023
0 days left
EMD
1.98 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
sojat → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Works Of Providing Laying Jointing Of Various Size Hdpe Pipe Line Constriction & Commission Of Open Well, Rcc Esr, Cwr, Ph, Providing And Installation Of Pump Set, And Related Works On Turnkey Basis Including Defect Liability Period Of 12 Months Of Rural Wss Singpura Tehsil Sojat.-Pali Under Jjm. ( Rates Are As Per Phed.Bsr 2021 )
BOQ
| Sl. No. | Item Description |
| 1 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusi/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 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 M/12 M.HDPE PE-100PN-1090 mm dia |
| 2 | 110 mm dia |
| 3 | Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil |
| 4 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 5 | 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 or equivalent) 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) Insersion 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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6100mm dia |
| 6 | Providing and laying in position cementconcrete in specifiedgradeoverpreparedbasecoursecompleteincludingfinishing,curing,allmaterial,labour,machinery, lighting, guarding forroad restorationworkin trenchesof pipe lineand chamber work. Measurementfor 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 wo t‹ as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 rn nominal size). |
| 7 | 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/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 8 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) .Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M.HDPE PE-80PN-675 mm dia |
| 9 | 90 mm dia |
| 10 | 110 mm dia |
| 11 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe 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 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.HDPE PE-80PN-6125 mm dia |
| 12 | 140 mm dia |
| 13 | Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.S Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soilIn all type of soil |
| 14 | Dismantling of cement concrete pavement for pipe lineand chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 15 | Providing and laying in position cementconcrete in specifiedgradeoverpreparedbasecoursecompleteincludingfinishing,curing,allmaterial,labour,machinery, lighting, guarding forroad restorationworkin trenchesof pipe lineand chamber work. Measurementfor 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 wo t‹ as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1cement : 1.5 coarse sand : 3 graded stone aggregate 20 rn nominal size). |
| 16 | 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 or equivalent) 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) Insersion 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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.680 mm dia |
| 17 | 100 mm dia |
| 18 | 125 mm dia |
| 19 | 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/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 20 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter.All kinds of soil. |
| 21 | Add extra over item No. 2.39.1for every additional lift of 1.5 Mtr. Or part there of : in all kind of soilsS.No.From (M) To (M) Lift11.50 3.00 Ist |
| 22 | 23.00 4.50 2nd |
| 23 | 34.50 5.00 3rd |
| 24 | Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposals of surplus excavated soil as directed with a lead in a 50 meter.Ordinary Rock |
| 25 | Hard Rock (Required blasting) useful material 30% |
| 26 | Add extra over item No. 2.39.2 - 4for every additional lift of 1.5 Mtr. or part thereof : In ordanary rock and hard rock. From (m)To (m)Lift 5.00/ 6.00 4th |
| 27 | 6.00/ 7.50 4th |
| 28 | 7.50/ 9.00 5th |
| 29 | 9.00/ 10.00 6th |
| 30 | 10.00/ 10.50 7th |
| 31 | 10.50/ 12.00 8th |
| 32 | 12.00/ 13.50 9th |
| 33 | 13.50/ 15.00 10th |
| 34 | 15.00/ 16.50 11th |
| 35 | 16.50/ 18.00 12th |
| 36 | 18.00/ 19.50 13th |
| 37 | 19.50/ 21.00 14th |
| 38 | 21/ 22.5 15th |
| 39 | 22.5/ 24 16th |
| 40 | 24/ 25.5 17th |
| 41 | 25.5/ 27 18th |
| 42 | 27/ 28.5 19h |
| 43 | 28.5/ 30 20th |
| 44 | 30/ 31.521th |
| 45 | 31.5/33 22th |
| 46 | 33/ 34.5 23th |
| 47 | 34.5/ 35 24th |
| 48 | Hard rock (Requiring blasting) useful material 30%(20% of Rs. 905.00) |
| 49 | Deduct for earth work in excavation in foundation trenches or drains where excavated soil is not required to be refilled in jhiri etc. |
| 50 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding cost of centering shuttering and reinforcement :1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size). |
| 51 | Add extra over item no. 8.7 for reinforced cement concrete work for construction of wall of open well in circular work |
| 52 | Add extra over item no. 8.9 for reinforced cement concrete work for construction of wall of open well for depth below 4.50 m from ground level From (m)To (m) 4.50/ 9.00 |
| 53 | 9.00 / 10.00 |
| 54 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course. |
| 55 | Add extra over item no. 8.10 for Centering and shuttering for construction of wall of open well in circular work |
| 56 | Add extra over item no. 8.7 for Centering and shuttering for construction of wall of open well for depth below 4.50 m from ground level From (m)To (m) 4.50/ 9.00 |
| 57 | 9.00 / 10.00 |
| 58 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.Hot rolled deformed bars IS :1139 |
| 59 | Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. |
| 60 | Labour charge for horizontal boring 100 mm dia in open well in rocky strata with all type of rock cutting & driling tools etc. including all T&P required for job including dewatering arrangement |
| 61 | Providing, installation, testing and commissioningofsubmersiblemon,oblockpump set conforming to lS 8034 and2 pole motor operating at syncronised speed of speed 3000 RPM, with water proof winding. Pump shall be suitable for various delivery head and 6ischarge with stainlesssteel shaft. Motorsuitable for working on 415 V 1 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to acceptentirehydraulicthrust.Supply,withcableguard,thrustcarbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for directcoupling,withsuitablesuctionstrainer.Pumpshouldhavesuitable dischargeoutletaspermanufacturer’s design.Antithruststreamlinud non return valve shall be provided with the pump and minimum 6 m submersible copperconductorcableir: single/doublerun and2pairsofsuit‹ifulesize erection clamp 10 mm thicl shall be provided with each pump etc. con plete in all respectasperspecification, scope ofworkanddirectionofEngipeerin Chargeoffollowingpowerrating,suitableforprescribeddutyconditions mentioned in TD.3.7 KW ( 5.0 HP ) |
| 62 | 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 IS8130:1980 including making connection etc.4 SQMM 3 core |
| 63 | Providing & Lowering in tubewell ISl marked GI Pipe \"B\" class as per IS: 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.50 mm dia |
| 64 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventor, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set. The panel should have space for energy meter (supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 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 size of CC plateform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.Above 5 HP and up to 10 HP |
| 65 | Providing & Fixing of double flanged, Cl body, ISI marked NRV of approved make of following sizes65 MM DIA |
| 66 | S&F MS Clamps set of 50x6mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 67 | Providing & Fixing of ISI Marked GI Bend 90 Degrees of flollowing sizes including all jointing materials \"B\" Class50mm dia |
| 68 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. |
| 69 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. |
| 70 | Providing HouseholdTap Connectionas pertechnical specificationandapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electrofusion saddle piece (Completejob).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramtning/compactinginlayersanddisposalofsurplusexcavatedsoilas directed with in a lead of 100 meter ; providing & fixing of all fitting dulyapprovedinach:ordancewithspecificationforpotablewater including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-wayValve(IS:776Mark)orwheelvalve andspecials,below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nomin mldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittingsinthepremlsesforfixingatap/meterbox(excI‹Jding),including accessories with flushing, cleaning, disinfecting and testing ofpipelinecompleterequiredformakingofserviceconnection completeinall respectincludinglabourcherges.Theserviceline should be laid at least 45 cm below ground level.Note:Roadcutandrestorationisnotpartofthis itemandpaid seperately.For connectionwith 20 mm diaMDPE/PPR-Cpipe length up to 05mtr. |
| 71 | P& F Bib cock (IS : 8931 mark), superiorquality of approved rriake ,brss 400 gm, 15 mm nominal bore. |
| 72 | Road cutting for hortse hold service connectionin minimumtrenchwidth whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using aconcretecuttermachinekeepingminimumtrenchwidthand restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in chai‘ge.. |
| 73 | Add extra over item no 1.21 & 1.2 2for providingf20 mm ISI niarked PN16 SDR7.4 (IS:15ß01:2008)PPR-C (Three layered)pipe including excavation, providing*, laying & jointing of service line above 5.00 mtr. |
| 74 | Construction andcommiss›foningofRCCINTZEtypeOverHeadServiceReservoirof followingcopocityandstagingas per theScopeofworkandTechnicalspecifications, consisting a]\"the]\"ollowing main activities: -a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approval from departmentf›efore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR shall be providedwith adequateplinth protectionall aroundthe structurein a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. ‹:ode.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providingand fixing SS-?04ventilator,SS 304 manholeframeand coverand SS-304ladder from top dome/slab to bottom dome/slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing anal fixing water level indicator (float type).Rates for RCC OHSR,SBC 10 T,/sqm, SEISMIC ZONE-II & STAGING 18 M100KL capacity |
| 75 | Providing andfixing doubleflanged Isl marked DIClassK-9 pipes as per IS:8329-2000(amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duckfootbend, bend, tee etc. providing and fixing clamps at every3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chambt*r as per direction of EIC, Technical Specification and Scope of work.100 mm |
| 76 | 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 coManually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6100 mm dia |
| 77 | Constructiona]\" RCC(Flatslabtype) Clear WaterReservoirof following capacityas perthe Scope of work and Technical specification, consisting of the following main activities: -a)Topographicsurvey,preparationofsitecontourplan,conductingS8Ctest andits approval from departmentbefore construction. Submission and approva1 of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and materialcharges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWRshall be providedwith adequateplinth protectionall aroundthe structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the verticalwall ofCWR.Theplinthprotectionshallconsistof 150mmthirk PCCin M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g) Providing and applying three coats of cement-basedpainton the rerf›aining externa surface area of the structure.h) Providingand fixing SS-304 ventilator, SS 304 manholeframe and cover and SS 304 ladderfrom roof slab to bottom Slab, inside container.Providing and fixing water leve indicator (Float type).i) Providing and fixing Ms ladder from ground to top slab.j) AII MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k)Providingandfixingof150mmwidewaterbarfortheconstructionjointsinthe container.I) Providing and fixing CI/DI puddle collars the verticalwall for connecting inlet, outlet, overflow and washout pipes of the reservoir.m]Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork,provision for the same shall be taken separately.dates for RCC Partially I/ndergrowid type clear water reservoir SBC Z Y/sqmSEl5h4lCZOf\1E-2,3& 450 KL capacity |
| 78 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 3000 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. Centrifugal Monoblock Pump set( single Stage)3.7.0kw (5HP) |
| 79 | STAR DELTA STARTER 9.3 KW (12.5 HP)- : For 2 motors (1 W+ 1S) I/C -MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G-MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) |
| 80 | 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 or equivalent) 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) Insersion 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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.680 mm dia |
| 81 | 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/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 82 | Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. 4 core 6.0 Sq.mm |
| 83 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: 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 of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all 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.EFM 80 mm |
| 84 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Swing Type Non Return Valvesof approved make of following pressure rating& dia completegeneraly confirming to IS 5312 (PART -)/2004/ (amended up to date) /and of foolowing speccification Body Bonner & disc of ductile cast iron of grade GGG40/GGG50 as per Din 1693 , Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice 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.Class PN 1.680 mm dia |
| 85 | Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. |
AI Tender Summary
Tender Timeline
Mar 24, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedApr 12, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedApr 13, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender