Public Health Engineering Department-PHED has published Tender For Clear Water Transmission Pipeline From Dholpur Rwr-02 To Bharatpur, Deeg, Kumher, Nagar, Kaman & Pahari Including Main Cwrs And Transfer Pumping Stations With Allied Works Of Chambal Dholpurbharatpur Project (Retrofitting) For Providing Fhtcs I. Submission Date for this Tender is 03-10-2023. Water Pipe Line Tenders in Bharatpur Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 31-Aug-2023 | Corrigendum01 | Date | 26-09-2023 |
| 2 | 15-Sep-2023 | Corrigendum2 | Technical Bid | 03-10-2023 |
| 3 | 15-Sep-2023 | Corrigendum01 | Technical Bid | 03-10-2023 |
| 4 | 15-Sep-2023 | Corrigendum | Date | 03-10-2023 |
| 5 | 18-Sep-2023 | Corrigendum05 | Financial Bid | 03-10-2023 |
| FileName | File Description | File Size |
| b527eb6b-bc28-4ff9-8c1d-70c029523d1e.html | Tender Notice | 48.01 KB |
| BOQ_641949.xls | Tender Document | 818.5 KB |
| TD8.pdf | Tender Document | 23.79 MB |
| Tendernotice_1.pdf | Tender Document | 764.38 KB |
| Sl. No. | Item Description |
| 1 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (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. |
| 2 | 200 mm |
| 3 | 250 mm |
| 4 | 300 mm |
| 5 | 400mm |
| 6 | 450 mm |
| 7 | 500 mm |
| 8 | 900 mm |
| 9 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater with rubber ring (EPDM)joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (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. |
| 10 | 600 mm |
| 11 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (excluding earthwork, (includinginternal lining and outer coating item 1.7 and 1.10.2). 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. |
| 12 | OD 711 mm and thickness 6.3 mm |
| 13 | OD 914 mm and thickness 8.0 mm |
| 14 | OD 1219 mm and thickness 10.0 mm |
| 15 | OD 813 mm and thickness 7.1 mm |
| 16 | OD 1422 mm and thickness 12.5 mm |
| 17 | OD 406.4 mm and thickness 5 mm |
| 18 | OD 508 mm and thickness 5 mm |
| 19 | OD 610 mm and thickness 5.8 mm |
| 20 | OD 1016 mm and thickness 8.8 mm |
| 21 | OD 1118 mm and thickness 8.8 mm |
| 22 | OD 1321 mm and thickness 12.5 mm |
| 23 | Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating . |
| 24 | Providing and applying 100% Solids,Rigid, DTM Polyurethane Coating to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water. |
| 25 | 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 |
| 26 | In All Typeof Soil |
| 27 | Add extra for trenches for every additional lift over item no 4.1 |
| 28 | Above 1.5 mtr and up to 3.0 mtr. |
| 29 | 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 .: |
| 30 | Ordinary rock |
| 31 | Add extra for trenches for every additional lift over item no 4.1 |
| 32 | Above 1.5 mtr and up to 3.0 mtr. |
| 33 | Providingandlayinginpositionspecified grade of reinforced cement concrete includingcuringcompactionfinishingwith rendering in cement sand mortar 1:3 (1- Cement:3-coarsesand)and making good the jointsexcludingthecostofcentering, shuttering and reinforcement.All work up to plinth level : |
| 34 | 1:2:4(1-Cement:2-coarsesand:4-graded stone aggregate 20 mm nominal size). |
| 35 | Providingandfabricatingreinforcementfor 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. |
| 36 | Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level. |
| 37 | Construction of RCC Colomn for 1400/1000 mm Dia MS pipe line as per Detail Design and Details including foundation, column, column cap and bearing plate |
| 38 | For Column hight |
| 39 | 1 meter |
| 40 | 2 meter |
| 41 | 3 meter |
| 42 | 4 meter |
| 43 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings Valves including all mateial, 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. |
| 44 | Class PN 1.6 |
| 45 | 50 mm dia |
| 46 | 80 mm dia |
| 47 | 100 mm dia |
| 48 | 150 mm dia |
| 49 | 200 mm dia |
| 50 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & coverinside and outside Fastners - CS/ Galvenised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all mateial, 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. |
| 51 | 200 mm |
| 52 | 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 confirfing 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. |
| 53 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 54 | 150 mm dia |
| 55 | 200 mm dia |
| 56 | 250 mm dia |
| 57 | 300 mm dia |
| 58 | 400 mm dia |
| 59 | 450 mm dia |
| 60 | 500 mm dia |
| 61 | 600 mm dia. |
| 62 | 700 mm dia. With Gear |
| 63 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
| 64 | 300 mm dia |
| 65 | 400 mm dia |
| 66 | 450 mm dia |
| 67 | 500 mm dia |
| 68 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvenised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, 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. |
| 69 | Class PN 1.6, Manually Operated short body pattern type double eccentric Butterfly valves with Gear |
| 70 | 350 mm dia |
| 71 | 400 mm dia |
| 72 | 450 mm dia |
| 73 | 500 mm dia |
| 74 | 600 mm dia |
| 75 | 700 mm dia |
| 76 | 800 mm dia |
| 77 | 900 mm dia. |
| 78 | 1000 mm dia |
| 79 | 1200 mm dia with Gear Operated |
| 80 | 1300 mm dia with gear operated |
| 81 | 1400 mm dia with gear operated |
| 82 | Class PN 1.0, Motorised Operated |
| 83 | 300 mm dia |
| 84 | 400 mm dia |
| 85 | Class PN 1.6, Motorised Operated |
| 86 | 300 mm dia |
| 87 | 400 mm dia |
| 88 | 450 mm dia |
| 89 | 500 mm dia |
| 90 | 600 mm dia |
| 91 | Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0 |
| 92 | 150 mm dia. |
| 93 | 200 mm dia |
| 94 | 250 mm dia |
| 95 | 300 mm dia |
| 96 | 350 mm dia |
| 97 | 400 mm dia |
| 98 | 450 mm dia |
| 99 | 500 mm dia |
| 100 | 600 mm dia |
| 101 | AIR VALVE PILLAR -Construction ofRCC Air valve pillar of following size including required earth work (PCC 1:4:8 )circular pillar of M-20 cement concreteof suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification and scope of work. |
| 102 | Air valve piller 50 mm |
| 103 | Air valve piller 80 mm |
| 104 | Air valve piller 100 mm |
| 105 | Air valve piller 150 mm |
| 106 | Air valve piller 200 mm |
| 107 | VALVE CHAMBER- Construction ofRCC Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. |
| 108 | Valve Chamber size1.50X1.20 Valve size up to 200mm to 300 mm |
| 109 | Valve Chamber size1.50 X1.80350 to 450 mm |
| 110 | Valve Chamber size1.50 X2.10Upto 500 to 600mm |
| 111 | Valve Chamber size1.50x2.10 Upto 700 to 900 mm |
| 112 | Valve Chamber size2.40X2.10 Valve size up to 1300 to 1500 mm |
| 113 | Construction ofRCC Valve Chamberfor Railway Crossing of following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. |
| 114 | Valve Chamber size2.50X2.30 |
| 115 | Construction ofRCC Air Valve Chamberof following size including required earth work (PCC M-10, 10 CM th. ) RCC vertical wallsin M-20grade cement concreteof suitable size as per GAD including providing fixing ofReinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. |
| 116 | Valve Chamber size2.40X2.10 |
| 117 | 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. |
| 118 | Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, 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 per technical specification and scope of work. |
| 119 | Bituminous courses |
| 120 | Granular courses |
| 121 | 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. |
| 122 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, 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 shallbe made for trench width more than specified,complete work as per technical specification and scope of work. |
| 123 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 124 | Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work. |
| 125 | Providing, laying and jointing RCC NP4pipe with cement mortar joints by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per the direction of NHAI including carrying out survey work at the job site for determining underground cable trenches like telephone, power cable, water & sanitary lines and resistivity tests for finding the soil strata using necessary equipments for completion of work, mobilizing of machineries and specialized crew at the job site, etc. complete in all respects,including excavation of drive pit and exit pit (upto 3 metre depth) with proper protection at the three sides, providing and casting of MS cutting edges for front shield and constructing thrust bed at designed level as directed by the Engineer, necessary de-watering and providing concrete foundations at the base of the Drive pit, crane for handling of pipes, and any other machinery, tool & tackels required, construction of temporary works as per requirement and as approved by NH authorities complete in all respect for the road crossing at necessary depth (all depths) with all lead and lifts, as per specification and the direction ofthe Engineer. ( Internal Dia In MM) ( Cassing Pipe) In All type Soil |
| 126 | 600 mm dia RCC pipe |
| 127 | 700 mm dia RCC pipe |
| 128 | 900 mm dia RCC pipe |
| 129 | 1000 mm dia RCC pipe |
| 130 | 1400 mm dia RCC pipe |
| 131 | 1600 mm dia RCC pipe |
| 132 | Supply and Pushing ofMS casing pipe of specified thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary 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 (upto 3 metre depth)with proper protection at three sites with shoring sheets and ISMB"s. ProvidingMS cuttingedges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber suddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) |
| 133 | 1400 mm dia 20 mm thick casing pipe |
| 134 | 1800 mm dia 20 mm thick casing pipe |
| 135 | Structural steel work riveted,bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete: |
| 136 | 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. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 137 | Flange Socket, Spigot, Hy. Tee. |
| 138 | Above 600 mm diameter |
| 139 | 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. |
| 140 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
| 141 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 142 | Design, Detailed Engineering, Supply of Materials, Installation, Testing and Commissioning of Surge control system for 110 Km x Dia.: 1400/1300/900 mm pipeline in Chambal-Dholpur-Bharatpurwater supply project, Rajasthan |
| 143 | Design, Detailed Engineering, Supply of Materials, Installation, Testing and Commissioning of Impressed Current Cathodic Protection (ICCP) system for 110 Km x Dia.: 1400/1300/900 mm pipeline in Chambal-Dholpur-Bharatpurwater supply project, Rajasthan |
| 144 | Construction of RCC (Flat slab type) Rectangular Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore 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 including all labour and material charges 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 in side and out side. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. |
| 145 | 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-based paint on the remaining external surface area of the structure.h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m)Construction of inlet chamber, and valve chambers including sluice gate of sluice valve from inlet chamber to main CWR n) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 146 | Rates for RCC Partially Underground type clear water reservoir SBC10 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 147 | Near WTP At Dholpur |
| 148 | SAIPAU |
| 149 | ROOPWAS |
| 150 | BHARATPUR |
| 151 | PAHARI |
| 152 | Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per Scope of work and Technical specification, consisting of the following main activities: - |
| 153 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore 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 including all labour and material charges 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) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in 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-based paint on the remaining external surface area of the structure. |
| 154 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k)Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 155 | Rates for RCC Partially Underground type clear water reservoir SBC 12.5 T/sqm, SEISMIC ZONE-2 & 3. |
| 156 | Kaman |
| 157 | KUMHER ( GIRDHARIPURA) |
| 158 | Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. (Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.) |
| 159 | 200 mm dia |
| 160 | 300 mm dia |
| 161 | 400 mm dia |
| 162 | 500 mm dia |
| 163 | 600 mm dia |
| 164 | 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. |
| 165 | EFM 400 mm |
| 166 | EFM 500 mm |
| 167 | EFM 600 mm |
| 168 | Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5% |
| 169 | 700 mm dia |
| 170 | 800 mm dia |
| 171 | 1000 mm dia |
| 172 | EFM 1200 mm |
| 173 | Providing, lowering,aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning and as per technical specifications and direction of Engineer In-Charge. |
| 174 | 700 mm dia |
| 175 | 800 mm dia |
| 176 | 900 mm dia |
| 177 | 1000 mm dia |
| 178 | 1200 mm dia |
| 179 | 1300 mm |
| 180 | 1400 mm dia |
| 181 | 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. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
| 182 | A/F Tee , Bend, Reducer (All End Flanged) |
| 183 | Upto 300 mm Diameter |
| 184 | Above 300mm and up to 600 mm diameter |
| 185 | Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM "Y" type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacitycomplete in all respect as per specification and the direction of the Engineer. |
| 186 | 2 kg/hr capacity |
| 187 | 3 kg/hr capacity |
| 188 | Construction of RCC framed structure PumpHouse of required size suitable for installation of pump sets, SUMP, SCADA, Panel, Duty room, maintaince bay, bleaching powder romm etc. as per approved GA drawings, scope of work and technical specification complete work in all respect. |
| 189 | At DholpureWTPHW- |
| 190 | At Bharatpur HW- |
| 191 | At Deeg HW |
| 192 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done. |
| 193 | At DholpureWTPHW- |
| 194 | At Bharatpur HW- |
| 195 | At Deeg HW |
| 196 | Supplying, erecting, testing & commissioning of ElectricallyOperated Travelling Crane (EOT) .Main girder & End Carriagefabricated from Rollled Steel Section, Gear Box for all motion,Electro Magnetic Friction Disc Type Brakes, all safety limit switches,LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor ofadequate rating (KW), duly painted mechanical cleaning and onecoat of primer and two coat of synthetic paint and as per thedirection of the Engineer. |
| 197 | 3 MT Capacity |
| 198 | Span 9 M and Lift 6 M |
| 199 | Structural steel work in single section fixed without connecting plate 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. joist flats, tees, angles and channels. (ISMB 200 x 100 x 5.7 mm) @ 25.7 Kg/Mtr |
| 200 | Earth work in surface excavation not exceeding 30cm. in depth but exceeding 1.5 meter in width as well as10 Sqm on plan including disposal of excavated earth up to 50 Mtr. and lift up to 1.5 Mtr. disposed soil to be levelled and neatly dressed: All kinds of soil |
| 201 | Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level) |
| 202 | Girth from 300 mm to 600 mm |
| 203 | Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201. |
| 204 | Supply at site of work well decayed farm yard manure,from any available source,approved by the engineer in charge including screening and stacking. |
| 205 | Supply at site of work/ store- deoiled neem cake duly packed in used gunny bags. |
| 206 | Rough dressing the trenched ground including breaking of clods. |
| 207 | Fine dressing the ground. |
| 208 | Spreading of sludge farm yard manure or/ and good earth in required thickness (cost of sludge,farm- yard manure or/and good earth to be paid for separately). |
| 209 | Supplying and stacking good earth at site of work. |
| 210 | Grassing with "Doobs" grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed. |
| 211 | In rows 15 cm apart in either direction |
| 212 | Planting permanent hedges including digging of trenches,60 cm wide and 45 cm deep,refilling the excavated earth mixed with farmyard manure,supplied at the rate of 4.65 cum per 100 metres and supplying and planting hedge plants at 30 cm apart. |
| 213 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately). |
| 214 | Hole 0.6 m dia and 0.6 m deep |
| 215 | Planting of trees by the road side (Avenue trees) in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,planting the saplings,backfilling the trench,watering,fixing the tree guard and maintaining the plants for one year. |
| 216 | Supply & Planting of shady plants (Neem, Peepal, Goolar, Jamun, Imili, Kachnar , Amaltas, Gulmohar, Arjun, Kala Siris, Jacranda or other specified) along road side including the following activities :- 1) Prepartion of soil including cleaning & revoving of unwanted shrubs removal of stones & garbage. 2) Supply of plant at site of two years of age & height more than 1.50 Mtr. 3) Supply of dry manure (Farm yard manure organic). 4) Supply of insecticides . 5) Digging of pits size 60x60x60 cms. Includingremoal of tones, Manuring application of inseticides & watering at least 15 liter per plant after planting. 6) Watering to plants. 7) Maintenance of plants by the contractor including pits, preparation of Thavala Hoeing weeding etc. & application of insecticides etc. & security . If the plant by die during maintenance contractor has to replace same height plant at his own cost. |
| 217 | 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, 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. (For watering in plants and lowns) |
| 218 | HDPE PE-100PN-6 |
| 219 | 75 mm dia |
| 220 | P & F G.I. Pipeswith G.I. fittings excluding union (IS : 1239 Mark) including trenching & refilling earth etc. :- ( External Work ) Medium Duty Pipes |
| 221 | 25 mm dia nominal bore |
| 222 | P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make : |
| 223 | Gun-metal 25mm nominal bore. |
| 224 | Gun-metal 50 mm nominal bore. |
| 225 | Making connection of G.I. distribution branch with G.I. main including all fitting. |
| 226 | Upto 25mm dia |
| 227 | Surface Drainage Work |
| 228 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 229 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
| 230 | PCC work - M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). |
| 231 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 40mm nominal size). |
| 232 | Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in: |
| 233 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20 mm th |
| 234 | Providing and fixing of reinforced Ferro-Cement drain covers designed for "A" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc |
| 235 | Standard Size 600x800mm (75mm thick) for span 300 to 450mm |
| 236 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.: All kind of soil |
| 237 | Dry stone pitching including preparing the surface etc. complete : |
| 238 | Random Rubble |
| 239 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. |
| 240 | BHARTAPUR toDEEG Head-50m, Q-347.35 LPS,KW-315 ( New Line) |
| 241 | DEEG toNAGAR Head-86m, Q-108 LPS,KW-160 (Existing Line) |
| 242 | DEEG toNAGAR Head-60m, Q-75 LPS,KW-75 ( New Line) |
| 243 | DEEG toKAMAN-PAHARI Head-98m, Q-173 LPS,KW-275 (Existing Line) |
| 244 | DEEG toKAMAN-PAHARI Head-80 m, Q-176 LPS,KW-250 (New Line) |
| 245 | Supply, erection testind and commissioning ofpumpwith HT motor (4 pole / 3.3 KV HT Motor ) of approved duty conditions as per scopeof the work and specifications . |
| 246 | BHARTAPUR toDEEG Head-50m, Q-458 LPS,KW-380 (Existing PS) |
| 247 | WTP Dholpur RWR-02 to BharatpurHead 76 m Q-338.71 LPS KW-350 (New PS) |
| 248 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Bonnet & disc 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,Face to face dimensions as per IS 5312 (part -1):2004Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brasswith EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, 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. |
| 249 | Class PN 1.6 |
| 250 | 300 mm dia |
| 251 | 400 mm dia |
| 252 | 450 mm dia |
| 253 | 500 mm dia |
| 254 | 600 mm dia |
| 255 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and direction of Engineer In-Charge. |
| 256 | 250 mm dia. |
| 257 | 300 mm dia. |
| 258 | 400 mm dia. |
| 259 | 450 mm dia. |
| 260 | 500 mm dia. |
| 261 | 600 mm dia. |
| 262 | 700 mm dia. |
| 263 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 264 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 265 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum |
| 266 | Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditionsmentioned in TD. |
| 267 | 2.2 KW (3.0 HP) |
| 268 | Providing and fixing double flanged ISI markedGI pipes medium duty (class B ) Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736 with GI fittings excluding valves as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing and fixing with MS clamps clamps at every 3 mtr,jointing materials such as nuts, bolt, rubber packing, hydraulic testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 269 | 50 mm |
| 270 | Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gauge M.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 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 platform. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The operation of panel should be suitable for on 240 Volt AC Supply. |
| 271 | 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. |
| 272 | 3 core 4.0 Sq.mm |
| 273 | Supply,Installation,Testingandcommissioningofcopperwound Transformers33/0.433KV,ThreePhase,50Hz,DYN11,ONANtype , Standard accessories with off load tap changer(+5% to -10% instepsof2.5%),winding/Top---temperatureriseof45°C/40°Cfirstfilloil,havingpermissibletotallossvaluesnotexceeding7.5% of the maximum total loss values for 11 KV as per energy efficiencylevel- 2atbasicInsulation levelconferming to ISS2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformersdescribedasaboveandasperthefollowing continuous rating |
| 274 | 3000KVA (33KV / 3.3 KV) |
| 275 | 2500 KVA (33 KV / 433V) |
| 276 | 2500KVA (33KV / 3.3 KV) |
| 277 | 315 KVA (3.3 KV / 433V) |
| 278 | O.L.T.C. With R.T.C.C. & AVR (FOR- 33KV) |
| 279 | 3.3 KV NGR Control Panel,3.81 Ohms with100 A, 10 Sec Capacitywithsupporting Structure for installation.Hence NGR of 3.81 Ohms is required with capacity of 1000 Amp 10 sec.Complete as per technical specifications and as directed by Engineer in charge. |
| 280 | 1. 3.3 KV, analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 7 KV on incomer 2. Ammeter, analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ratio with sec of 1 A of 15 VA burden and accuracy Class –0.5 for metering and class 5P10 for protection 5. Multifunction Meter , Incoming upto 630 Amp. VCB |
| 281 | Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 3.3 KV Bus Coupler VCB panel equipped with following switchgears and accessories. Bus Coupler upto630 Amp. VCB |
| 282 | 1. 3.3 KV / 110 Volts PT Class0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-3.3 KV), analog/digital type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 3.3 KV on outgoing 2. Ammeter analog type, selector switches for ammeters. 3. Microprocessor based numerical relay with O/L, E/F and S/C protection. 4. Set of dual core dual ratio 3CTs of suitable ration with sec 1 A of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection 5. Multifunction Meter Outgoing upto 630 A VCB for Transformer |
| 283 | 3.3 KV HT FCMA Digital Soft Starter Panel with reactor for min250 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based. |
| 284 | 3.3 KV HT FCMA Digital Soft Starter Panel with reactor for min250 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based. |
| 285 | 3.3KV/ min 160 KVARHT APFC Panel for 250 KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 286 | ProvidingandlayingXLPE/PVCinsulated&PVC sheathed armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction |
| 287 | 3C x 2.5 sq.mm |
| 288 | 4C x 2.5 sq.mm |
| 289 | 19 C x 2.5 sq.mm |
| 290 | 8C x 2.5 sq.mm |
| 291 | 33KV HT Panel (drowout type) |
| 292 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVIncomerVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned& testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make. 33KV/110VoltsPTClass0.5accuracyand100VAburdenwith 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KVonincomer, Ammeter,analogtype,selectorswitchesforammeters, MicroprocessorbasednumericalrelaywithO/L,E/FandS/C protection,Setofdualcoredualratio3CTsofsuitableratiowith secondary1A,15 VAburden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter. |
| 293 | Supply,Installation,TestingandCommissiongofindoortypefloor mountedmetalclad,33KVoutgoingVCBpanelupto630A equippedwithfollowingswitchgearsandaccessoriesdesigned& testedasperlateststandardi.e.IEC62271-200,suitableforSTC 31.5KA/3andIACA-FLRfor31.5kA/1sec.MakeofHTPanel, Vaccum Interrupter and VCB should be of same make.33KV/110VoltsPTClass0.5accuracyand100VAburdenwith 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter andprotectionfuses/MCBforHTmeteringupto36KV,Ammeter, analog type, selector switches forammeters, Microprocessor based numericalrelaywithO/L,E/FandS/Cprotection,Setofdualcore dualratio3CTsofsuitablerationwithsec1of15VAburdenand accuracyClass–0.5formeteringandclass5P10forprotection, Multifunction Meter |
| 294 | SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc as required complete in all respect of rating: |
| 295 | 110VDC |
| 296 | SITCofFCBC ( Floatcumboostcharger)suitable for415V +/-10%, 50 Hz , 1-? / 3 -? Input &24/ 48/110 VDC OutputNatural Cooled, freestandinginSheetSteelenclosure,SCRcontrolled,regulation +/-1% , Efficiency > 75% on FLAC/ DC Instruments, Selector Switch ,BuiltinDCDistributionBoard(6NoMCB),indication,controlas required of following rating: |
| 297 | 25 A + 25 A |
| 298 | Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. "B" class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 299 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mmx6.0mmbyembodying 3 to 4mtr.below the ground level with 20 mm dia. G.I. "B" class watering Pipe including all accessories likenut,bolts,reducer,nipple,wiremeshedfunnel,andC.C.finished chamber covered with hinged type with locking arrangement C.I.Cover,C.I.Frameofsize300mmx300mmcompletewith alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 300 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. |
| 301 | 50mm x 6mm copper strip |
| 302 | 50mm x 6mm G.I. Strip |
| 303 | 32mm x6mm G.I. Strip |
| 304 | 25mm x 3mm G.I. ( Hot Dipped) Strip |
| 305 | Providing&LayingXLPEinsulatedIS:7098/II/85of approved make H.T.cable for working voltage 33 K.V.Un EarthedwithStrandedCompactedCircularAluminium Conductor,ConductorScreenedwithExtrudedSemi-conductingcompound,XLPEInsulated,Insulation Screenedwithextrudedsemi-conductingcompoundin combinationwithCopperTape,coreslaidup,inner sheathofThermoplastictape,galvanisedflatsteelstrip armouredandoverallExtrudedPVCTypeST-2Outer Sheathedcable direct in ground including excavation of 30cmx150cmsizetrench,25cmlayerofriversand, second Class bricks covering, refilling earth, compaction ofearth,makingnecessaryconnectiontestingetc.as required of size. |
| 306 | 3 core 240.0 Sq.mm |
| 307 | Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated33KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes. |
| 308 | 3 core 240/300 /400 Sq.mm |
| 309 | 3 core 240/300 /400 Sq.mm |
| 310 | Providing & Laying XLPE insulated as per IS:7098/II/85H.T.cable as per PWD specification for electrical Works for working voltage 3.3K.V.(UE)inexistingRCC/Hume/Stoneware/PVCpipe/open duct/cabletrenchwithfillingofexcavatedearthintrench,on existing cable trays or on surface etc.including making necessary connection, testing etc. as required of size as per points (a), (b), (c) mentioned below:-(a) Material :- H4- Gradealuminium conductor of purity >99.6 %& as perIS:1554 P-I / IS :7098 P - I (b)conductorshallhaveelectrolyticaluminiumconfirmingtoIS 8130, IS 3975-1999for armouring of cables , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures (c)OEMMusthaveISO9001&14001certificationsforquality assuarance&itsowninhouseNABLlabsetupforalltesting facilities forcables .All above as per pre approved by Engineer in charge.Foradditionaltechnicalparametersofproducts/work, refer Annexure "A" attached with this BSR . |
| 311 | 3.3 KV (UE) , 3 core 240.0 Sq.mm |
| 312 | 3.3 KV (UE) , 3 core 185.0 Sq.mm |
| 313 | Providing&makingheatshrinkabletypeindoor/outdoor/straight throughterminations/jointkitofapprovedmakesuitableforXLPE insulated3.3KVcable,withrequiredcomponents,preprationof cable ends, testing etc. as required of following sizes. |
| 314 | 3 core 185/ 240Sq.mm |
| 315 | 3 core 185/ 240Sq.mm |
| 316 | Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection,Complete as per technical specifications and as directed by Engineer in charge. |
| 317 | 120 SQMM, 3.5 CORE |
| 318 | 400 SQMM, 3.5 CORE |
| 319 | 4.0 SQMM, 3 CORE |
| 320 | 95.0 SQMM, 3 CORE |
| 321 | 185.0 SQMM,3 CORE |
| 322 | 240.0 SQMM,3 CORE |
| 323 | 10.0 SQMM,3 CORE |
| 324 | 25.0 SQMM, 3 CORE |
| 325 | Supply,Fabricating&installingfollowingsizesofladdertypecable trays with rungs at span of 250 mm including horizontal and vertical bends,reducerstees,crossmembersandotheraccessoriesas requiredand dulysuspended from the ceiling/wall withsuspenders and including painting as required. |
| 326 | Hot Dipped Galvanized |
| 327 | 450mm x 50mm x 2.0mm |
| 328 | 600mm x 50mm x 2.0mm |
| 329 | Supply,Fabricating&installingfollowingsizesofperforatedcable traysincludinghorizontalandverticalbends,reducerstees,cross membersandotheraccessoriesasrequiredanddulysuspended from the ceiling withsuspenders and including painting as required. |
| 330 | Hot Dipped Galvanized |
| 331 | 100mm x 50mm x 1.6mm |
| 332 | 150mm x 50mm x 1.6mm |
| 333 | 300mm x 50mm x 1.6mm |
| 334 | 450mm x 50mm x 2.0mm |
| 335 | Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the matwith synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/work, refer Annexure "A" attached with this BSR . 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down Voltage 65 KV |
| 336 | 415 V LT PanelSITCoffloormountedPMCC(Indoor,DustproffIP-4Xfront operatedwith2mmthicksheetmetalompartmentalised)withall accessibleparts,headshrinkablesleeves,SMC/DMCbusbar supports, padlocking facility on outgoing feeders etc. |
| 337 | Incommerfeeder(drowouttype)fortransformer630A/800A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto ADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D) |
| 338 | Incommerfeederfor(drowouttype)transformer3200A,50KA, ACB3pole,AlBusBars,DigitalMultifunctionmetercompatableto SCADA,metering,ProtectionCT"s,IDMT3-O/C&1-E/F,indicating lamps,controlfuse,wiringetc.completeinallrespectofthesize appxo 900(D)X.2400(H)X1000(D) |
| 339 | BusCouplerFeeder(drowouttype),3200AACB,50KA,3Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D) |
| 340 | 1000 A ACB (drowout type ) as outgoing CT"s, Ampermeter with SS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X2400(H)X1000(D) |
| 341 | Bus Coupler Feeder (drowout type ), 630/800 A ACB, 50KA, 3 Pole withoutreleasewithAlBusBars,IndicatingLamps,ControlFuses andwiringetc.completeinallrespect.Size:900(W)x2400(H)x 1000 (D) |
| 342 | MCCB up to 100A(Fixed type ) as outgoing CT"s, Ampermeter with SS,VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 600(W)300(H)X1000(D) |
| 343 | 400AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)X900(H)X1000(D) |
| 344 | 250AMCCB(Fixedtype)asoutgoingCT"s,AmpermeterwithSS, VoltmeterwithSS,IndicatingLamps,ControlFuse,wiringetc. complete in all respect.Size: 900(W)600(H)X1000(D) |
| 345 | S&FofStardeltaStarterwithMCB,MainandAuxContactor,O/L Relay,L/RSelectorSwitch,3Indicatinglamps,Start-StopPush Button,ControlMCBwithpanelwithallaccessorieswithfollowing rating |
| 346 | 7.5 KW to 9.3KW |
| 347 | 433V APFC Panel in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latestIEC 61439-1-2020, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 55, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated multi strand Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge. |
| 348 | SITC of LocalPush Buttonstation fabricated with 16SWG CRCA sheet,paintedwithpolysterPowdercoatedfinishafterchemical treatmentwithFolliwngitemsandaccessories:- iShroudedTypepushbuttonwith2NOContactselementfor Start/forward-reverse. iiLockableMushroomheadtypepushbuutonwith2NCContact element. iii2.5Sqmmclipontypeterminalsasrequriedwith20%spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried. |
| 349 | Local Push Button Station |
| 350 | SupplyanderectionofOctagonalpoleoffollowing lengthand dimensionas per table-3 withbaseplateon thecementconcretefoundationofM-15/M-20grade (1:1.5:3)withthehelpofanchorboltsofgrade6.8(IS 1367PIII).ThepoleshallbemadeofS-355JOgrade steelsheet,foldedlengthwisetoobtainedOctagonal shape,havingsinglelongitudinalseamweldandhot dippedgalvanisedinternally&externallyinaccordance withIS2629.Thepoleshallhaveaweatherproofflush doorandlockingarrangements.Thecompletework shallbesupervisedandcertifiedbythemanufacturers forsatisfactorysupply,erection,testingand commissioning. |
| 351 | 7 Mtr. |
| 352 | Supply,ErectionandFixingofhotdippedgalvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles |
| 353 | Single arm overhang |
| 354 | P/FIP-65/IP-66protectedstreetlightluminarieson bracket / Arm.Fixturemadefrompowdercoated singlepiecepressurediecastaluminumhousingwith heat dissipation fins on housing with high power LEDs . Diffuser/glasscoverforensuringIP-65protectionfor lampandcontrolgearcompartment,systemlumen outputof100lum/watthighpowerLED.Integrated drivershallbehighefficiencyhavingefficiencymore than 85 % and in compliance to IEC standards. System lifeof50000burninghourswith70%ofinitiallumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries |
| 355 | LED street light fixture 80-90 watt |
| 356 | P&FIP-65protectedintegralfloodlightluminaire suitableforHPSV/Metalhalidelampcomprisingof powdercoateddiecastaluminiumhousing, electrochemicallybrightenedandanodizedstippled aluminium reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral controlgearboxhavingcopperballast,capacitor, electronicignitorprewiredwithpvcinsulatedcopper conductoruptoterminalblockincludingmaking connection testing etc. |
| 357 | 1 X 250 Watt |
| 358 | P&FHighpressuresodiumvapour/Highpressure mercuryvapour/Metalhalide/Halogenlampas required. HPSV tubular lamp normal output. |
| 359 | 250 Watt |
| 360 | Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer. |
| 361 | Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements. |
| 362 | 33KV Switchyard Civil work for Transformers Foundation, Chain Link Fencying, MS Gate , Gravels, ect. |
| 363 | 3.3KV/ min 240 KVARHT APFC Panel for 380KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 364 | 3.3 KV HT FCMA Digital Soft Starter Panel with reactor for min250 KW HT Motor ,--Inddor Type, Metal enclosed compartmentalized, Short Circuit withstand & duration (Sec.) - 9KA for 1Sec, Rated 4.1 KV ±10%, 50Hz ±5%, 3Ph,IP 4X, Control & Protection Sypply - 110VDC, 10KV for 1min power frequency, 2 Pole Vacuum Contactor 400A, Bus Bar - Copper, FMCA Coils type - Air Core as per IEC 60076-6,Insulation - Class F, Temp. rise limited to class B. Coil material - Copper conductor is wound on Fiberglass bobbin, No of Tappings - 5 nos., Single Power cable Based. |
| 365 | 3.3KV/ min 200 KVARHT APFC Panel for 315 KW HT Motor ,- 4 KV ±10%, 50Hz ±5%, 3Ph,IP 4X,Control & Protection Sypply - 110VDC, Connection - Line side ( Shunt Connection) , Air Cooled, Bus Bar 400A Copper, Metal enclosed compartmentalized. |
| 366 | Supply & Erection of 33KV Double Circuit Lattice Structure (42’Long)madeofsteelsections(MSAngle75X75X6mm,65X65X6mm, 50X50X6mm,MSflat50X10mm&50X6mm)conformingtoIS: 2062 – 1984 (latest amended) with 3 Nos. 33 KV Cross arms made ofMSChannelsize100X50X6mmandnuts&Bolts.Totalweight 581Kgwithconstructionfeaturesof33KVDoubleCircuitLattice Structure excluding civil works as under:- MainLegs:4Nos.eachoflength12.8meter,MSanglesize– 65X65X6mm forming square of size 915 mm at bottom & 305 mm at top Bracings–24Nos.oneachverticalfaceofthestructureandshall be of MS Flat size 50 X 6mm of different lengths Belts–5NoseachofMSAnglesize50X50X6mmprovidedat bottomandat distance of2125mm, 3580 mm,5690mm, 7130mm from bottom Butt Jointing All four legs shall be butt jointed with MS angle of size 75X75X6mm at the middle of each leg for strengthening SupportforfixingMSflatofsize50X10mmshallbeweldedtothe top of structure and at a distance of 1325mm & 2645mm from top 3 cross arms 3 Nos.CrossarmsmadeofMSchannelsize100X50X6mm,eachhaving weight 22.2Kg Cross arms – Size M 16X45N as per IS 1363 and IS 1367(latestamended)Nuts&Bolts–OverallLength-±3mm Permissible Tolerances. Edge dimension - ± 2mmAs per IS – 1852 –1985(LatestAmended)Weight=+2%to-4%Completeasper technical specifications and/or as directed by Engineer |
| 367 | Staysetofdia20mm,2.4mlongstayrodandanchorplate 380x380x6.4mm |
| 368 | Supplyandfixingof33KVcrossarms(Angle)withclampandTop Hamper made ofsteelsections (MS channel 100x50mm, MS angle 75x75x6mm and 65x65x6mm, MS flat 50x10 mm) conforming to IS-2062-1984.Total weight- 22.849 kgsuitable for 9mlong PCC pole withtoleranceasperIS-1852-1985completeaspertechnical specifications and/or as directed by Engineer |
| 369 | Supplyandfixingof33KVPinInsulatorofbrownglazedporcelain with minimum failing load of 10KN conforming to IS: 731/1971 (with latest amendment). The design of the insulatorfor the stresses due to expansion and contraction in any part of the insulator not lead to deterioration with minimum creep age distance of 580 mm. |
| 370 | SupplyinganddrawingoverheadsteelcoreAluminiumconductor (ACSR)ISImarked(IS398partII-1996)onexistingcrossarms throughinsulatorwithallnecessaryT&Prequiredincludingbinding andtwistingetc.completeinallrespectasrequiredasperDiscom specification. |
| 371 | 100 sqmm of (6/4.72 mm+1/1.57 mm) (Dog) |
| 372 | SITCofSoftStarterswithpanelsuppliedbymanufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, displayof electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus. |
| 373 | 75KW |
| 374 | 160KW |
| 375 | 250KW |
| 376 | 275KW |
| 377 | Heavy Duty AL & CU Lugs,Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements. |
| 378 | Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI –92 num DO – 92 num AI –16 num AO – 8 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 30 num Selector Switch - 15 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer – 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 30 num Wiring + TB etc – 1 lot Hardware – 1 lot |
| 379 | Design,manufacture,supply,installation,testingand commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min.2mmthickCRCAsheetcompletewithlatest configurationPC,necessaryprogrammingforSCADAsoftware and comprising of all accessories not limited to the following: DI – 60 num DO – 60 num AI – 8 num AO – 4 num MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num 24 VDC Power Supply 10A – 1 num Push Buttons – 20 num Selector Switch – 10 num Control Relays – 200 num Annunciatorwith24WindowsNOtoNCType MicroprocessorBased,WindowSize75*42mm, 110VAC, with Electronic Hooter – 1 num Control Transformer- 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num Panel Light with Door Switch – 1 num Control Indication Lamp – 20 num Wiring + TB etc – 1 lot Hardware – 1 lot |
| 380 | HMI Display, Colour, 15" having Ethernet Port, USB Port ect. |
| 381 | Operator StationPC SET includes,Corei5processor,8GB DDR-3RAM,1TBHDD/SSD,DVDRWDrive,RS-232/485Ports,1ParallelPort,4nos.USBPort,2x EthernetCards,Keyboard,opticalmouse,32""LED monitor, Latest Original window, MS Office, Anti Virus ect. |
| 382 | Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface. |
| 383 | Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank. |
| 384 | 3KVA |
| 385 | 1.5 Tons Split Type Air Conditioners with auto switch over circuit |
| 386 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup togetheroverallpolyestertapedAl(innersheetedGI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steelArmouredoverallPVCsheathed(ST-1) overallscreenedCoreArmouredinstrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 387 | 1 SQMM, 12 Core |
| 388 | 1 SQMM, 24 Core |
| 389 | ProvidingandlayingStranded/FlexibleAnnealedBare copperconductor,XLPE/PVCinsulatedsuitablylaidup together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wireoverall PVC sheathed (ST-1) overall screenedPair Armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. |
| 390 | 1 SQMM, 1 Pair |
| 391 | ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction. |
| 392 | 4C x 2.5 sq.mm |
| 393 | 4C x 1.5 sq.mm |
| 394 | Providing, Installation, Testing and Commissioning of ULTRASONIC LEVELTRANSMITTER for WaterApplication : Principle :Timeof Flight/ Sensor MOC PP / Process Connection1 1/2 inchBSP or 2 inchBSPThreadedtype/PowerSupply:24VDC/Output:4- 20mA/Display:IntegraldisplayforprogrammingandDisplay Reading/ IP 66 |
| 395 | 0-8M |
| 396 | Providing,Installation,TestingandCommissioningofPRESSURE TRANSMITTERforWaterApplication:Range:0-10Bar/Power Supply:24VDC/Output:4-20mAwithHART/Diaphragm: SS316L/ProcessConnection:1/2"NPT(M)/Accuracy:0.15%Protection: IP67 |
| 397 | 1/2" M (NPT) |
| 398 | Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum |
| 399 | Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material ofsensorandotherwettedparts:SStype316,Housing:Diecast aluminum,Switchtype:Microswitch,Repeatability:±1%ofspan, Switch Contacts: 2 NO + 2 NC |
| 400 | Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes:(i)Rigidforlengthsofupto3 meters(ii)Flexibleforlengthsabove3meters(Rigidprobes preferred), Probe insulation: Teflon, Probe head protection class: IP 65ofIS13947PartI,Probeheadhousingmaterial:Aluminum |
| 401 | Providing,installation,testingandcommissioningofCapacitance LevelTransmitterfortank/sumplevelAccuracy:±1.5%ofspan, Probetype:Rod,Probematerial:SStype316,WeatherProtection Class:IP65ofIS13947PartI,Output:4-20mADC(Isolated), Materialofwettedparts:SS316,Probeinsulationmaterial:Teflon, Stilling pipe: SS type 316 with perforations |
| 402 | Providing,Installation,TestingandCommissioningofCHLORINE ANALYSER for WaterApplication: Transmitter : Range:0.05to 20 ppm,Power Supply230VAC, Input:2 Digital Sensors - onefor chlorineandsecondforpH,Output:4-20mAHART,IP66/67 Protection / Tx protection coverrequired / Sensor Range 0-14pH , ableto transmit digital signalto transmitter, calibration datacan be transferredtoTransmitter,processtemp:65degcen/Sensor range:0.05 to 20 mg/l |
| 403 | 0.05 -20 mg/l |
| 404 | Providing,Installation,TestingandCommissioningofTURBIDITY ANALYSER for WaterApplication : Turbidity Measuring range: 0 to 100NTU;Accuracy:+/-2%ofreadingor+/-0.02NTU;Compliance toUSEPA180.1,Withinbuilttransmitterwith4-20mAoutput, Relay contacts & Modbus communication |
| 405 | 0 - 100 NTU |
| 406 | Providing,Installation,TestingandCommissioningofpH ANALYSER for WaterApplication :Transmitter : Range:0-14pH, PowerSupply230VAC,Input:OneDigitalSensor,Output:4-20mAHART,IP66Protection/Txprotectioncoverrequired/ SensorRange0-14pH,abletotransmitdigitalsignalto transmitter,calibrationdatacanbetransferredtoTransmitter, process temp: 65 deg cen/ flow through teeMOC SS |
| 407 | 0-14 pH |
| 408 | SITCofIntelligentEthernetSwitchesproviding24x10/100Fast Ethernetports-and2dualpurposeuplink(provisionforCopper/ FiberGigaconnectivity)with LAN based Software.TheLANbased S/Wsupportsenhancedintegratedsecurity,includingNetwork AdmissionControl(NAC),advancedqualityofservice(QoS), availabilityandscalablemanagementtoenablenewcoverged applications |
| 409 | Supply, Installation, Testing Commissioning of SERVER type: 2U rack server with configuration flexibility;Processor(s): Two Dual Core 64-bit Intel CPUs, 2.4 GHz;Memory: 8 GB RAM;Local Storage: Two hard drives, 1TB each, RAID 1 mirrored;SCSI Controller: Ultra 320 on board and PCI Ultra 320;Operating System: Windows Server 2012, Enterprise Edition or higher;Network adapter: Dual Embedded Gigabit Ethernet NIC & PCI NICPower Supply: Redundant 750Watt hot-plug power supply; andKeyboard/monitor: Keyboard and monitor inside the rack.-HP make |
| 410 | Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. |
| 411 | Saipau |
| 412 | Roopwas |
| 413 | Bharatpur |
| 414 | Kumher |
| 415 | Deeg |
| 416 | Kaman |
| 417 | Nagar |
| 418 | Pahari |
| 419 | Cost for Basic Service Charges, Administration and Management, Running of Office, Staff Quarters, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, salt for producing chlorine, Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency)as per employer"s requirement & terms & conditions of contract for 10 year after defect laibility period of one year DLP (except power feeder, IEC & miscllenous provision) for Water Supply Project |
| 420 | For the 1st Year of O&M after DLP |
| 421 | For the 2nd Year of O&M after DLP |
| 422 | For the 3rd Year of O&M after DLP |
| 423 | For the 4th Year of O&M after DLP |
| 424 | For the 5th Year of O&M after DLP |
| 425 | For the 6th Year of O&M after DLP |
| 426 | For the 7th Year of O&M after DLP |
| 427 | For the 8th Year of O&M after DLP |
| 428 | For the 9th Year of O&M after DLP |
| 429 | For the 10th Year of O&M after DLP |
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