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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 24-04-2024 | Corrigendum No. 02 | Date | 09-05-2024 |
| 2 | 24-04-2024 | Addendum No. 01 | Technical Bid | 09-05-2024 |
| 3 | 13-04-2024 | Corrigendum No. 01 | Date | 30-04-2024 |
| Sl. No. | Item Description |
| 1 | Manufacturing,supplying,lowering,layingandjointingin positiontocorrectlinespirallyweldedSAW/FabricatedMS 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/unloadingcharges, includingcostoflabourand material,specials(Tee,bendetc.),fieldjoints, satisfactory hydraulictesting,disinfection,commissioningetc.complete aspertechnicalspecificationsand directionofEngineer-in- charge; (excluding earthwork, internal lining and outer coating).Note:Providingandfixingofallrequisitespecialsasper drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
| 2 | 500 mm dia 8mm thick |
| 3 | 1000 mm dia 8mm thick |
| 4 | 1200 mm dia 8mm thick |
| 5 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water 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. |
| 6 | 100 mm dia |
| 7 | 150 mm dia |
| 8 | 200 mm dia |
| 9 | 250 mm dia |
| 10 | 300 mm dia |
| 11 | 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. |
| 12 | 100 mm dia |
| 13 | 150 mm dia |
| 14 | 200 mm dia |
| 15 | 250 mm dia |
| 16 | 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. |
| 17 | 50 mm dia |
| 18 | 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.HDPE PE-100 PN-6 |
| 19 | 75 mm dia |
| 20 | 90 mm dia |
| 21 | 110 mm dia |
| 22 | 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply of pipe shall be in straight length in 6/12 M.HDPE PE-100 PN-6 |
| 23 | 125 mm dia |
| 24 | 140 mm dia |
| 25 | 160 mm dia |
| 26 | 180 mm dia |
| 27 | 200 mm dia |
| 28 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ 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 (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification. |
| 29 | 300 mm Dia 8 mm thick casing pipe with protective coating. |
| 30 | 400 mm Dia 8 mm thick casing pipe with protective coating. |
| 31 | 500 mm Dia 8 mm thick casing pipe with protective coating. |
| 32 | 600 mm Dia 10 mm thick casing pipe with protective coating. |
| 33 | 700 mm Dia 10 mm thick casing pipe with protective coating. |
| 34 | 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 |
| 35 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 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 In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water |
| 36 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note: Trenchless laying shall be done only for laying of pipe line (rising main) and road crossing of distribution pipe line under CC/BT roads. |
| 37 | 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 |
| 38 | Upto 1.5 mtr |
| 39 | Above 1.5 mtr upto 3m |
| 40 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required . |
| 41 | Ordinary Rock |
| 42 | Upto 1.5 mtr |
| 43 | Above 1.5 mtr upto 3m |
| 44 | Hard Rock (Blasting Prohibited) |
| 45 | Upto 1.5 mtr |
| 46 | Above 1.5 mtr upto 3m |
| 47 | 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.Class PN 1.6, Motorised Operated |
| 48 | 500 mm dia |
| 49 | 800 mm dia Class PN 2.5 |
| 50 | 1200 mm dia 1.6 PN |
| 51 | 1800 mm dia 1.6 PN |
| 52 | 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.Class PN 2.5, Motorised Operated |
| 53 | 500 mm dia |
| 54 | 800 mm dia PN 1.6 |
| 55 | 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. |
| 56 | 500 mm dia |
| 57 | 800 mm dia Class PN 1.6 |
| 58 | Glycerine filled pressure gauges (0-10 kg) |
| 59 | SITC of Ultrasonic Flow Meter of approved make of following dia sized pipelines and specifications complete:Media : Water (Raw/Clear ) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow velocity range:-10 m/s to +10m/s (bidirectional),Power supply- 80 to 240 v/ AC, 50 Hz.,Output 1 : 4-20 mA, Communication Output : RS 485, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Acoustic path: single/ dual, Accuracy : ± 1% of M.V (max.) for size 50-300mm and ± 2% of M.V (max.) for size 350-2000mm (single path) ,Transmitter Enclosure: Cast Aluminium,Sensor cable: encapsulated, Sensor mounting method: V / Z type, Protection type: IP 67, including all materials required for Ultrasonic Flow Meter 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. At Mundwa Tapping |
| 60 | UFM 200mm -600 mm (CLAMP ON TYPE) |
| 61 | 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 parameters and 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. |
| 62 | 150 mm dia |
| 63 | 200 mm dia |
| 64 | 250 mm dia |
| 65 | 250 mm dia at Ren CWR & Shankwas CWR |
| 66 | 300 mm dia Merta Road CWR, Alay CWR & Khimsar CWR |
| 67 | 400 mm dia at Gotan CWR, Basani CWR & Panchodi CWR |
| 68 | 500 mm dia Gaguda CWR, |
| 69 | 600 mm dia at Bher CWR |
| 70 | 800 mm dia at Merta CWR & Kuchera CWR |
| 71 | 1000 mm dia at Mundwa CWR |
| 72 | 1200 mm dia at Gogelaw CWR |
| 73 | 1200 mm dia |
| 74 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) for Scouring , 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.Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 75 | 80 mm dia |
| 76 | 100 mm dia |
| 77 | 125 mm dia |
| 78 | 150 mm dia |
| 79 | 200 mm dia |
| 80 | 250 mm dia |
| 81 | 300 mm dia |
| 82 | 600 mm dia Class PN 1.6 |
| 83 | Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges 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 and cover inside and outside .Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass 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 EICincluding 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.Class PN 1.6 |
| 84 | 100 mm dia |
| 85 | 200 mm dia |
| 86 | 250 mm dia |
| 87 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint 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 & cover inside and outside .Fasteners - CS/ Galvanised 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 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.Note: Rates are exclusive of connecting tee, pipe piece and earth work.Class PN 1.6 |
| 88 | 40 mm dia |
| 89 | 50 mm dia |
| 90 | 80 mm dia |
| 91 | SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.Including cost of GSM Modem of Rs. 24799/- as approved by CE (SP) |
| 92 | 80 mm dia |
| 93 | 100 mm dia |
| 94 | 150 mm dia |
| 95 | 200 mm dia |
| 96 | 250 mm dia |
| 97 | 300 mm dia |
| 98 | Extension Spindles for Gate Valves -600 mm for Water Supply System including surface box for service connection valves as per the approval of Engineer In Charge |
| 99 | 50-150 mm |
| 100 | 200-400 mm |
| 101 | Surface Box for Extension Spindle |
| 102 | Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) with drilling and flange thickness as per IS specifications 9523completeofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. |
| 103 | 100 mm dia |
| 104 | 800 mm dia |
| 105 | 1200 mm dia |
| 106 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 107 | 80 mm dia |
| 108 | 100 mm dia |
| 109 | 125 mm dia |
| 110 | 150 mm dia |
| 111 | 200 mm dia |
| 112 | 250 mm dia |
| 113 | 300 mm dia |
| 114 | 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. |
| 115 | 100 mm dia |
| 116 | 200 mm dia |
| 117 | 250 mm dia |
| 118 | 500 mm dia |
| 119 | Upgradation of existing 74 MLD Filter Plant to 148 MLD at Nokha Daiya for Phase Iconstruction, execution, testing, commissioning of Rapid Gravity filter treatment plant including all relavant civil, mechanical, electrical, instrumentation, automization and SCADA works and stores along with ancillary civil works as defined in scope (including PAC store etc.,) |
| 120 | Provision for providing Surge tank of capacity 430 KL, 9.3 meter staging on chainage 27690 ( Deshnok to Gogelawa CWR) was proposed and this surge tank could not be constructed under the package –I ( During the execution period), because the land for construction of surge take was not provided to contractor & the matter of acquisition of land size 30 Meter X 30 Meter was under litigation at Hob;ble Rajasthan High Court Jodhpur as per surge analysis report prepared by INDIAN INSTITUTE OF SCIENCE BANGLORE. While for surge analaysis and design of surge protection system under Phase-1 by contractor M/S pratibha industries Ltd, |
| 121 | Construction of RCC air valve pillar including GI pipes, flanges, bend, MS clamps, rubber sheet, nut bolts/jointing materials etc in M-20 grade cement concrete of 2m height from Natural Ground Level in required shape and size as per approved drawing in all types of soils/rock disposing of surplus excavated materials within a lead of 50 m as per approved drawing complete including all charges at appropriate location in pipeline as per specification mentioned in the scope of work and as per direction of Engineer In Charge. G.I pipes and fittings of dia. |
| 122 | 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. |
| 123 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) |
| 124 | Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course,RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box withhinged cover 100x100x75mm (deep), including cost of steelreinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. |
| 125 | 60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve |
| 126 | 90cm x 90cm x 100cm (depth) for 200/250/300 mm dia valve |
| 127 | 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. |
| 128 | Bituminous Courses |
| 129 | Granular Courses |
| 130 | Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)100 mm thick |
| 131 | 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. |
| 132 | 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. |
| 133 | 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 shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
| 134 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 135 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 136 | 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, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR 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 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. code.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) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder 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 and fixing water level indicator (float type). |
| 137 | k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.q) Painting the name of the scheme and other details on the reservoir, and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
| 138 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II |
| 139 | 150 KL, 18m Staging Height (1 No.) |
| 140 | 200 KL, 18m Staging Height (2 No.) |
| 141 | 100 KL, 20m Staging Height (7 Nos.) |
| 142 | 150 KL, 20m Staging Height (10 Nos.) |
| 143 | 200 KL, 20m Staging Height (3 Nos.) |
| 144 | 250 KL, 20m Staging Height (4 Nos.) |
| 145 | 300 KL, 20m Staging Height (2 Nos.) |
| 146 | 100 KL, 22m Staging Height (1 Nos.) |
| 147 | 300 KL, 22m Staging Height (1 Nos.) |
| 148 | Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - |
| 149 | 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.c) All the GLSR 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. 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 giving.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 top bottom Slab inside container. Providing and fixing water level indicator (Float type). |
| 150 | i) Providing and fixing MS ladder from ground to top slab with safety cage. 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 pipe 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. |
| 151 | Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III andSBC18T/sqm |
| 152 | RCC GROUND LEVEL SERVICE RESERVOIR - 20KL (43 Nos) |
| 153 | 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. |
| 154 | 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 enamel paints. |
| 155 | SITC of Ultrasonic Level Transmitter suitable for measuring water levelin reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2\" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible,accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 156 | Measuring range 0.0 to 6.0 mtr |
| 157 | Providing, lowering, aligning and fixing in position DI D/F Diaphragm typePressure Reducing / Flow ControlValve of approved make of following Pressure rating & dia complete and of following specifications:Body & Bonet -Ductile cast iron of grade GGG40/GGG50 as per DIN 1693or ASTM A 536, Diaphragm and Resilient seal disc - Flexible, non-wicking nylon fabric reinforced synthetic elastomer -Buna-N / EPDM(FDA / WRASapproved), Body Seat Ring - Cast stainless steel ASTM- A 351 GR. CF8M / AISI- 316, raised, replaceable inline & onsiteStem - Stainless Steel, AISI-316, raised, replaceable inline & onsite Spring & Bearing bush-Stainless Steel, AISI-316 ,Disc guide, disc retainer & diaphragm washer - Stainless Steel, AISI-304/ 316/Bronze ,Seal-EPDM/ NBR ,Pilot Body- Stainless Steel, AISI-304/ CF8 or Brass Tubing - Stainless Steel, AISI-304 / Copper ,Solenoid Valve- Stainless Steel, AISI-316 ,Throttling plug -Stainless Steel, AISI-304, Nut- Bolts - SS Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.nsersion rubber of black EPDM 6mm thick Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside. Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 158 | Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6) |
| 159 | 100 mm dia |
| 160 | 150 mm dia |
| 161 | 200 mm dia |
| 162 | Construction of Flow meter chamber |
| 163 | Construction of Pressure reducing valve chamber |
| 164 | Construction of Village Transfer Chambers |
| 165 | Construction of chamber at both ends with pre-cast RCC slab on top with locking arrangement as per NH drawing |
| 166 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 167 | 50 mm dia |
| 168 | Providing Household Tap Connectionas per technical specification and approveddrawingasperrelevantIScode(amendeduptodate)from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanicalIntegrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , notexceedingtheflowof7LPMat2barandacompressionelbow, mouldedinsinglepiece(Completejob)includingdiggingoutsuitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specificationforpotablewaterincludingGMFull-wayValve(IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80PN16asperISO4427/20mmnominal diaPPR-C(Three layered) pipe PN16 SDR7.4 (IS:15801:2008)(ISI mark)and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premisesforfixinga tap/ meterbox (excluding),including accessories withflushing,cleaning,disinfectingandtestingofpipelinecomplete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. |
| 169 | Forconnectionwith20mmdiaMDPE/PPR-Cpipelengthupto05 mtr. |
| 170 | P& F Bib cock (IS : 8931 mark), superior quality of approved make, with foam flow chrome plated with complete brass body including brass handlewith wt 300 to 325 gm.15 mm nominal bore. |
| 171 | Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. |
| 172 | Add extra over item no 1.21 & 1.2 2for providingf 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008)PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 173 | Repairing of existing GLSR at OHs |
| 174 | Providing, installation, testing, trial run and commissioning of the following, as per specifications |
| 175 | Providing and fixingat site with necessary packing,Vertical Turbine Pumps |
| 176 | Nokha Daiya Headworks from intake of Canal from PS-05 of Pannalal Barupal lift canal of IGNP to RWR of capacity 4800 ML (Vertical Turbine Pumps) (new Sets)- Canal -Lower Pump Houseroute1002.78 LPS / 11.8 m head/160 KW (2W+1S), Make WPIL Limited, Model no. VG 30006-08 with 735 RPM, (New pumping set for increased demand from 74 MLD to 148 MLD) |
| 177 | Raw Water Pump House at Nokha Daiya Headworks from sump well to WTP (74 MLD Existing and 74 MLD Proposed) (Vertical Turbine Pumps) (new Sets)- From (Sump Well) Upper Pump House route958.33 LPS / 7.3 m head/100 KW (1W+1S), Make WPIL Limited, Model No. VG 30009-11 with 985 RPM (New pumping set for increased demand from 74 MLD to 148 MLD) |
| 178 | Provision for replacement of Pump only of existing 160 KW VT pumps installed in the year 2009 and completed their useful life at Raw water pump house for pumping water from canal to RWR (motor is not replaced) |
| 179 | Provision for providing Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM 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.Note: Duty condition of required pump shall also be mentioned in BoQ. |
| 180 | Horizontal split casing pump suitable for 1668 M3/hr at 140 mtr head coupled with 876KW/4P 6.6KV HT motor along with base plate, coupling, coupling guard & foundation bolt (New pumping set to be provided at Nokha Daiya headworks for pumping water from Nokha Daiya clear water pump house to Deshnokh IPS) |
| 181 | Horizontal split casing pump suitable for 1668 M3/hr at 148 mtr head coupled with 926KW/4P 6.6KV HT motor along with base plate, coupling, coupling guard & foundation bolt (New pumping set to be provided at Deshnokh IPS to Gogelao IPS) |
| 182 | MS suction pipes with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc.-6mm thk |
| 183 | 600 mm dia 6mm thick |
| 184 | 750 mm dia 6mm thick |
| 185 | MS discharge pipes with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc.- |
| 186 | 500 mm dia 6mm thick |
| 187 | 750 mm dia 6mm thick |
| 188 | MS common Delivery Pipes (manifold) with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc. - |
| 189 | 1200 mm dia 10mm thick |
| 190 | Provision for removing and installation of new pumpsetsin the existing pump house |
| 191 | Design, Manufacturing, Supply, erection, testing and commissioning of Main Transformersas per Employer\"s Requirement,conforming to specifications, standards, drawings, design and as per direction of Engineer-in-charge |
| 192 | Electrical Estimate For Providing Installation and Commissioning of 876 kW 6 NOS. proposed)at Nokha Daiya Clear Water Pump house for Pumping Water From WTP to Deshnok IPS |
| 193 | Electrical Estimate For Providing Installation and Commissioning of 160 kW 3 NOS. proposed)at Nokha Daiya Lower pump house |
| 194 | Electrical Estimate For Providing Installation and Commissioning of 926 kWPumping Sets (6 NOS. PROPOSED) at Deshnok Clear Water Pump house for Pumping Water From WTP to Deshnok IPS |
| 195 | Provision for Extension of Existing Motor Control Room at Nokha Daiya, Deshnok Clear Water Pump houses and Raw Water Pump House Upper and Lower at Nokha Daiya headwork Phase-I 10x8m to accommodate New Panels |
| 196 | Misc. work in 11 KV switchyard, foundation of transformer, cable trays, instrumentation work, repacement of road lighting in LED ( PLC, Temperature Scanner), pipes & valves supports etc. at Raw water pump house for increased power load |
| 197 | Construction of Switch Room for the online booster pumpof size (3mx2m) at 40 locations on CD and VD as per approved GA drawing, scope of work and technical specification complete work in all respect |
| 198 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 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. |
| 199 | Centrifugal Monoblock Pump Set (Single Stage) |
| 200 | Location NAYAGAON, 0.44 LPS/11 m head/2.2 KW (1W+1S) |
| 201 | Location JHAKHANIYA, 0.32 LPS/6 m head/2.2 KW (1W+1S) |
| 202 | Location RATRI, 0.39 LPS/11 m head/2.2 KW (1W+1S) |
| 203 | Location KOOKNKNON KI DHANI, 0.49 LPS/10 m head/2.2 KW (1W+1S) |
| 204 | Location SATHERAN, 0.36 LPS/7 m head/2.2 KW (1W+1S) |
| 205 | Location SATHERAN, 0.18 LPS/10 m head/2.2 KW (1W+1S) |
| 206 | Location SHIVPURA, 1.59 LPS/14 m head/2.2 KW (1W+1S) |
| 207 | Location BERATHAL, 0.16 LPS/6 m head/2.2 KW (1W+1S) |
| 208 | Location BERATHAL, 0.71 LPS/24 m head/2.2 KW (1W+1S) |
| 209 | Location DUJASAR, 1.57 LPS/17 m head/2.2 KW (1W+1S) |
| 210 | Location MADPURA, 2.71 LPS/18 m head/2.2 KW (1W+1S) |
| 211 | Location HANUMANSAGAR, 0.12 LPS/6 m head/2.2 KW (1W+1S) |
| 212 | Location PAPASANI, 0.24 LPS/6 m head/2.2 KW (1W+1S) |
| 213 | Location HEMPURA, 1.36 LPS/18 m head/2.2 KW (1W+1S) |
| 214 | Location TANTWAS, 1.54 LPS/16 m head/2.2 KW (1W+1S) |
| 215 | Location BHOJAS, 1.65 LPS/26 m head/2.2 KW (1W+1S) |
| 216 | Location BHOMASAR, 0.13 LPS/10 m head/2.2 KW (1W+1S) |
| 217 | Location AHAMADPURA, 0.47 LPS/7 m head/2.2 KW (1W+1S) |
| 218 | Location SHIV NADA, 0.54 LPS/14 m head/2.2 KW (1W+1S) |
| 219 | Location MADANIYON KI DHANI, 1.07 LPS/8 m head/2.2 KW (1W+1S) |
| 220 | Location ATHIYASAN, 0.21 LPS/7 m head/2.2 KW (1W+1S) |
| 221 | Location KHUNDLA, 0.54 LPS/6 m head/2.2 KW (1W+1S) |
| 222 | Location INDAS, 1.14 LPS/8 m head/2.2 KW (1W+1S) |
| 223 | Location GUDA BHAGWANDAS KALLAN, 0.61 LPS/7 m head/2.2 KW (1W+1S) |
| 224 | Location GUDA BHAGWANDAS KALLAN, 1.2 LPS/23 m head/2.2 KW (1W+1S) |
| 225 | Location GUDA BHAGWANDAS KALLAN, 0.67 LPS/10 m head/2.2 KW (1W+1S) |
| 226 | Location CHARNISARA, 0.51 LPS/4 m head/2.2 KW (1W+1S) |
| 227 | Location CHARNISARA, 0.19 LPS/9 m head/2.2 KW (1W+1S) |
| 228 | Location LUNAWAS, 0.9 LPS/9 m head/2.2 KW (1W+1S) |
| 229 | Location KANTIYA, 1.6 LPS/18 m head/2.2 KW (1W+1S) |
| 230 | Location NARWA KHURD, 0.75 LPS/8 m head/2.2 KW (1W+1S) |
| 231 | Location NARWA KALLA, 0.78 LPS/11 m head/2.2 KW (1W+1S) |
| 232 | Location MAHESHPURA, 1.02 LPS/10 m head/2.2 KW (1W+1S) |
| 233 | Location BHADUO, 1.5 LPS/17 m head/2.2 KW (1W+1S) |
| 234 | Location AKHASAR, 3.77 LPS/26 m head/5.5 KW (1W+1S) |
| 235 | Location DHOLIYADER, 1.78 LPS/31 m head/3.7 KW (1W+1S) |
| 236 | Location PABUTHAL, 0.4 LPS/20 m head/2.2 KW (1W+1S) |
| 237 | Location CHAINASAR, 0.16 LPS/10 m head/2.2 KW (1W+1S) |
| 238 | Location DHAKORIYA, 2.34 LPS/12 m head/2.2 KW (1W+1S) |
| 239 | Location BUDDHI WITH CHAK, 0.53 LPS/14 m head/2.2 KW (1W+1S) |
| 240 | Providing, installation, testing and commissioning of HSC pump set ofvarious discharge and head requirements as per scope of work. |
| 241 | Existing Pump House at SHRI BALAJI, PABUTHAL, FATHEHSAR & UNTWALIYA PROPOSED OHSR of 86.85 LPS/80 head/(1W+1S) |
| 242 | Existing Pump House at BHOMASAR & PABHUSAR PROPOSED OHSR of 59.33 LPS/80 head/(1W+1S) |
| 243 | Existing Pump House at TANTWAS, DATINA & SON NAGAR PROPOSED OHSR of 64.74 LPS/70 head/(1W+1S) |
| 244 | Existing Pump House at NAGARI, BHAWANDA & KUNDALA& LALAWAS PROPOSED OHSR of 77.59 LPS/70 head/(1W+1S) |
| 245 | Existing Pump House at PANCHALA SIDHA, KURCHI,NARWA KALAN & HESHBA & THAMBARIYA PROPOSED OHSR PEEPALIYA PROPOSED OHSR of 177.62 LPS/105 head/(1W+1S) |
| 246 | Proposed Pump House at DUKOSI, GOWA KHURD & BHAPOD PROPOSED OHSR of 30.66 LPS/45 head/(1W+1S) |
| 247 | Proposed Pump House at BHER PH of 95 LPS/80 head/(1W+1S) |
| 248 | Proposed Pump House at Nokha daiya Headworks(Recyclecing tank) Cap-5.9ML of 112 LPS/15 head/(1W+1S) |
| 249 | Providing, Installation, testing and commissiong of soft starters, for each pumpset, complete in all respects as per the scope of work and specifications |
| 250 | Supply, Installation, testing and commissioning of continuous type Electrochlorinator including all required pipe fitting, accessories, values,etc. Brine Tank (HDPE material) of required capacity, level & Temperature sensors, pumps, rota meter, electrilyser of required capacity, hypo tank (HDPE material), blower, acid tank & pump, DC rectifier cum control panel and all required power and control cables complete as per employers requirement, general and particular specification, drawing etc. |
| 251 | Dosing Capacity of 500 gms/hr (1 working + 1 standby) at Alai PH |
| 252 | Dosing Capacity of 1000 gms/hr (1 working + 1 standby) at Bhed PH |
| 253 | Dosing Capacity of 500 gms/hr (1 working + 1 standby) at Khimsar PH |
| 254 | Dosing Capacity of 500 gms/hr (1 working + 1 standby) at Basni PH |
| 255 | Dosing Capacity of 500 gms/hr (1 working + 1 standby) at Panchori PH |
| 256 | Providing,installation, testing and commisioning of vacuum FeedGas Chlorinator with all assessories and making connection withexisting pipeline required including supply & instalation of trunnionroller support, auxillary container valve, fluxible copper connector,manifold valve, tonner manifold pipes, chlorine Pressure gauge,Isolation valve, gas filter, pressure reducing valve, chlorine gas pipewith fittings, diffuser, lifting beam, load indicator, 25 NB PPdiaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe forchlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NBGM gate valve on pump suction & delivery, 25 NB GM \"Y\" typestainer on pump suction, 25 NB GM Check valve on pump delivery,pressure gauge with Isolated valve on pump delivery and chlorinebooster pump with motor of required capacity complete in allrespect as per specification and the direction of the Engineer. |
| 257 | 74 ML x 4 Kg/day (1 PPM -1 Kg per ML for pre chlorination and 3 PPM- 3 Kg post chlorination per ML) liquid chlorine per day |
| 258 | Supply of Chlorine Gas Tonners as per specifications with rollers complete in all respect as per the direction of Engineer. |
| 259 | Supply of Chlorine Safety Equipment set comprising of the items Chlorine leak detector with two sensors, self contained compressed air breathing apparatus, safety shower with eye wash, emergency tonner repair kit, protective clothing such as PVC overall, gloves and rubber boots; complete as per detailed specifications & the directed of the Engineer. |
| 260 | SITC DOLStarter type LT Panel of followingrating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thickduly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
| 261 | DOL STARTER2.2 KW(3 HP)- :For 2 motors (1 W+ 1S) I/C -MCB 25A ,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. 30/5A 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 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(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 2 Kvar (2) |
| 262 | DOL STARTER 3.7KW (5 HP )- : For 2 motors (1 W+ 1S) I/C -MCB 32A ,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. 30/5A 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 25A ,TP, 10 KA, C Curve (2), Power Cont 12A 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 2 Kvar (2) |
| 263 | DOL STARTER 5.5 KW (7.5HP)- : For 2 motors (1 W+ 1S)I/C -MCB 40A ,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. 30/5A 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 25A ,TP, 10 KA, C Curve (2), Power Cont 12A 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 2 Kvar (2) |
| 264 | MS Header pipe with all fittings such as flanges, bens, end plug etc. Size 100mm-6mm thk |
| 265 | MS suction pipes with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc.-6mm thk |
| 266 | 100 mm dia |
| 267 | MS discharge pipes with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc.-6mm thk |
| 268 | 100 mm dia 6mm thk |
| 269 | 150 mm dia 6mm thick |
| 270 | 200 mm dia 6mm thick |
| 271 | 250 mm dia 6mm thick |
| 272 | MS common Delivery Pipes (manifold) with all fittings such as flanges; bends; tees; and other specials; nut & bolts; gasket etc. - |
| 273 | 100 mm dia 6mm thk |
| 274 | 150 mm dia 6mm thick |
| 275 | 200 mm dia 6mm thick |
| 276 | 250 mm dia 6mm thick |
| 277 | SITC of IEC, TUV certified, MNRE approved Solar Panels suitable for Rooftop as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and structure, showing arrangement of panel on available space, installation of PV module structure on shed / roof as per drawings including super structure wherever necessary as per drawin. Mounting structure suitably design to withstand wind velocity upto 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 5years warranty.All cabling up to panel and metre, earthing etc. required accessiories and taxes are inclusive |
| 278 | Provision for providing Solar Power Panels over the existing pump houses (half of the roof top area) for power saving of this Package Phase-I, Package-II as follows: |
| 279 | Alai PH |
| 280 | Bhed PH |
| 281 | Gogelaw PH |
| 282 | Khimsar PH |
| 283 | Basni PH |
| 284 | Panchori PH |
| 285 | CWPH Nokha Daiya |
| 286 | CWPH Deshnokh |
| 287 | Raw water PH (Lower & Upper) |
| 288 | RGF Filter Beds 74 MLD |
| 289 | 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 |
| 290 | 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 |
| 291 | HMI Display, Colour, 12\" having Ethernet Port, USB Port ect. |
| 292 | Operator StationPC SET includes,Corei5processor,8GB DDR-3RAM,1TBSSD,DVDRWDrive,RS-232/485Ports,1ParallelPort,4nos.USBPort,2x EthernetCards,Keyboard,opticalmouse,32\"\"LED monitor, Latest Original window, MS Office, Anti Virus ect. |
| 293 | Quad-bandGSM/GPRSmodemwithEthernetbridge/ router/ serial server (RS232/485) interface. |
| 294 | Providing,installation,testingandcommissioningof UPS, 3Phase 415 V, 50 Hzwith 60 min back up Ni+Cd battery bank. |
| 295 | 2KVA |
| 296 | 1.5 Tons Split Type Air Conditioners with auto switch over circuit |
| 297 | 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. |
| 298 | 1 SQMM, 12 Core |
| 299 | 1 SQMM, 24 Core |
| 300 | 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. |
| 301 | 1 SQMM, 1 Pair |
| 302 | ProvidingandlayingXLPE/PVCinsulated&PVC sheathed Armoured control cables of 1.1KV gradewith copper conductor as per IS 1255 including excavation of 30CmX75Cmsizetrench25Cmthickunderlayerof sandandsecondclassbrickscovering,backfilling& compaction. |
| 303 | 4C x 2.5 sq.mm |
| 304 | 4C x 1.5 sq.mm |
| 305 | 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 |
| 306 | 0-5M |
| 307 | 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 |
| 308 | 1/2\" M (NPT) |
| 309 | Providing,installation,testingandcommissioningofDiaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass,Overrangeprotection:125%ofmaximumpressure,Material ofsensorandotherwettedparts:SStype316,Housingmaterial: Die cast aluminum |
| 310 | 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 |
| 311 | Providing,installation,testingandcommissioningofLevelSwitch( Conductivity)ConductivityProbes:(i)Rigidforlengthsofupto3 meters(ii)Flexibleforlengthsabove3meters(Rigidprobes preferred), Probe insulation: Teflon, Probe head protection class: IP 65ofIS13947PartI,Probeheadhousingmaterial:Aluminum |
| 312 | 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 |
| 313 | 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 |
| 314 | 0.05 -20 mg/l |
| 315 | Supply of GSM /GPRSbased data transmitter/ Data Logger for Bulk Flowmeter installed at VTC Inlet side (woltman Pulse Output only ), Battery Powered -7.4V,battery life 3-5 Years,(1 no Data transmit in aday),4-20mA From Pressure RS485 Display-16*2 LCD,Encloser-165*120*65 mm,ABS Protection-IP65,Operating tempreature -55 Deg. C |
| 316 | Modular RTU for ESR complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with VPN modem (3G/4G/5G) ; connection to control center via Tele Control Basic,DNP3,IEC60870-5-104andCommunicationprotocols,on-board I/Os min. (8 DI, 4 DQ, 2 AI), configuration and diagnostics per webinterface,RJ45port,mobilecommunicationsantenna (GSM/UMTS),MiniSIMcard,withadapterMicroSIMcardalso, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for RTU Location, wall/floormountedalongwithwiringandrelatedaccessoriesand arrangement of mounting of RTU, Modem having IP-55 outdoor Protection with canopy. Power supply arrangement shall be Solar Based along with Solar Batteries & Solar Invertors suiatble for applicable. RTU application software (multiusers) shall be provided for pump houses, MCC, and Jal Dhara Commond centre at Jaipur Jal Bhawan. |
| 317 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels 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 designto withstand wind velocity up to 150km/hr. 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 solar panel and mounting structureandsuitable provision shall be included in tender document. |
| 318 | Cost for basic service charges, Administration and Management, running of office, staff quarters, comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, IEC activities as per scope of work, cost of material required for maintenance & repairs, cost of lubricants, saltf for producing chorine, consumables spare parts (if the spare parts supplied to PHED are used in emergency) as per scope of work & items & conditions of contract no, amt will be paid for O&M in DLP |
| 319 | For the 1st year of O&M after DLP |
| 320 | For the 2nd year of O&M after DLP |
| 321 | For the 3rd year of O&M after DLP |
| 322 | For the 4th year of O&M after DLP |
| 323 | For the 5th year of O&M after DLP |
| 324 | For the 6th year of O&M after DLP |
| 325 | For the 7th year of O&M after DLP |
| 326 | For the 8th year of O&M after DLP |
| 327 | For the 9th year of O&M after DLP |
| 328 | For the 10thyear of O&M after DLP |
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