Public Health Engineering Department-PHED has published Tender For Retrofitting Work For Providing Water Supply Through Fhtcs In 411 Main Habitations And 418 Other Habitations Under Dn Malpura With O And M For 10 Years After Dlp. Submission Date for this Tender is 04-09-2023. Pipe and Tube Fittings Tenders in Malpura Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 28-Aug-2023 | Addendum-1 in NIT No.56/2023-24 of ACE PHED Region Ajmer | Technical Bid | 04-09-2023 |
| Sl. No. | Item Description |
| 1 | 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. |
| 2 | 100 mm dia |
| 3 | 150 mm dia |
| 4 | 200 mm dia |
| 5 | 250 mm dia |
| 6 | 300 mm dia |
| 7 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specificationsand 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-100PN-6 |
| 8 | 75 mm dia |
| 9 | 90 mm dia |
| 10 | 110 mm dia |
| 11 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M. HDPE PE-100PN-6 |
| 12 | 125 mm dia |
| 13 | 140 mm dia |
| 14 | 160 mm dia |
| 15 | 180 mm dia |
| 16 | 200 mm dia |
| 17 | 225 mm dia |
| 18 | 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. |
| 19 | 300 mm Dia 8 mm thick casing pipe with protective coating. |
| 20 | 400 mm Dia 8 mm thick casing pipe with protective coating. |
| 21 | 600 mm Dia 10 mm thick casing pipe with protective coating. |
| 22 | 700 mm Dia 10 mm thick casing pipe with protective coating. |
| 23 | 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. |
| 24 | 100 mm |
| 25 | 150 mm |
| 26 | 200 mm |
| 27 | 250 mm |
| 28 | 300 mm |
| 29 | 350 mm |
| 30 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. |
| 31 | 100 mm dia |
| 32 | 150 mm dia |
| 33 | 200 mm dia |
| 34 | 250 mm dia |
| 35 | 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, internal lining and outer coating). 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. For Pump Piping |
| 36 | 100 mm dia 6.0 mm thick |
| 37 | 150 mm dia 6.0 mm thick |
| 38 | 200 mm dia 6.0 mm thick |
| 39 | 250 mm dia 6.0 mm thick |
| 40 | 300 mm dia 6.0 mm thick |
| 41 | 350 mm dia 6.0 mm thick |
| 42 | 400 mm dia 6.0 mm thick |
| 43 | 450 mm dia 6.0 mm thick |
| 44 | 600 mm dia 6.0 mm thick |
| 45 | 700 mm dia 8.0 mm thick |
| 46 | 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. |
| 47 | In all types of Soils |
| 48 | upto 1.5 m |
| 49 | In Soft Rock |
| 50 | upto 1.5 m |
| 51 | In Hard Rock (Blasting Probihited) |
| 52 | upto 1.5 m |
| 53 | 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, FloatLP 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 |
| 54 | 40 mm dia |
| 55 | 50 mm dia |
| 56 | Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer. |
| 57 | Air valve pillarfor airvalves size of 80mmdia |
| 58 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber 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. Suitable support 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. Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 59 | 80 mm dia |
| 60 | 100 mm dia |
| 61 | 125 mm dia |
| 62 | 150 mm dia |
| 63 | 200 mm dia |
| 64 | 250 mm dia |
| 65 | 300 mm dia |
| 66 | Providing, lowering, aligning, fixing in position in pipe line at work site, DID/FResilientseated(softseated)SluiceValves(GateValves), Vacuumtight(bubbletight),straightandpocketlessbodypassageof approved make of following class & dia complete confirming to BS-EN- 1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of gradeGGG40/GGG50 asper DIN1693 orGR 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 vulcanised rubber 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 epoxypowder(EP-P)/ Fusion bond epoxy( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside,DrilledasperIS1538.Nut-Boltconfirmingto IS:1363andIS: 1367 (Galvanisedsteel)InsersionrubberofblackEPDM6mmthick. Suitablesupport structure as per directions of EIC, Sluice valves includingalljointing&jointingmaterial,labour,testingand commissioning along with pipe line as per Technical Specifications and as perdirectionofEngineer-in-charge.Note:Ratesareexclusiveoftail piece/ dismantling joints and earth work. Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 On Individual Delivery Pipe |
| 67 | 100 mm dia |
| 68 | 150 mm dia |
| 69 | 200 mm dia |
| 70 | 300 mm dia |
| 71 | 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 |
| 72 | 80 mm dia |
| 73 | 100 mm dia |
| 74 | 125 mm dia |
| 75 | 150 mm dia |
| 76 | 200 mm dia |
| 77 | 250 mm dia |
| 78 | 300 mm dia |
| 79 | Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. |
| 80 | 100 mm dia |
| 81 | 150 mm dia |
| 82 | 200 mm dia |
| 83 | 250 mm dia |
| 84 | 300 mm dia |
| 85 | 350 mm dia |
| 86 | 400 mm dia |
| 87 | 450 mm dia |
| 88 | 600 mm dia |
| 89 | 700 mm dia |
| 90 | 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 |
| 91 | 350 mm dia |
| 92 | 400 mm dia |
| 93 | 450 mm dia |
| 94 | 600 mm dia |
| 95 | 700 mm dia |
| 96 | Construction of Scour Valve Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge |
| 97 | 1200 X 900 X 1450 mm upto 150 mm |
| 98 | 1500 x 1200 x 1550 mm 200 to 300 mm |
| 99 | Construction of Junction Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge |
| 100 | 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. Pilot operated SCADA Compitable Diaphragm Type Pressure Reducing Valves (Class PN 1.6) |
| 101 | 250 mm dia |
| 102 | SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of 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. |
| 103 | 80 mm dia |
| 104 | 100 mm dia |
| 105 | 125 mm dia |
| 106 | 150 mm dia |
| 107 | Construction of Village Transfer Chambers |
| 108 | GSM Modem for SMS Facility-24 V DC operated bulk flow meter to transmit reading of flow meter to LCC/MCC Centre |
| 109 | Dismantling of flexible pavement for pipe 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
| 110 | Bituminous courses |
| 111 | Granular courses |
| 112 | Dismantling of cement concrete pavement for pipe 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 made as per standard trench width specified in tender document and no extra payment shall 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. |
| 113 | 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. |
| 114 | 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 made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. |
| 115 | Plain cement concrete pavementof M-30 Grade |
| 116 | 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. |
| 117 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 118 | SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. Measuring range 0.0 to 6.0 mtr |
| 119 | Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); 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 withspecification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valveand specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete 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 seperately. |
| 120 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 121 | Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & 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 withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete 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 seperately. |
| 122 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 123 | P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. |
| 124 | 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. |
| 125 | Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 126 | Providing, installation, testing, trial run and commissioning of the following, as per specifications (HSC Pumps) |
| 127 | IPS TODA-EX OHSR BHASOO-EXOHSR BHASOO- EX OHSRSANODIYA- NS OHSRDABER DUMBA -NS OHSR TOPAPUMP ROUTE route17 LPS / 65 m head/21 KW (1W+1S) |
| 128 | IPS TODA -EX OHSR LADPURA - NS OHSR THAROLI - EX OHSRRATWAI -EXOHSR BASSI- NS OHSRBASSIPUMP ROUTE route15 LPS / 75 m head/21 KW (1W+1S) |
| 129 | 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. |
| 130 | IPS BAGARI-EX OHSR BAGRI-EX OHSR KANTOLI- NS OHSR NAYA GAON JATAN-NS OHSR HINDOLA PUMP ROUTE-1 route15 LPS / 55 m head/18.5 KW (1W+1S) |
| 131 | IPS BAGARI -NS OHSR GANESHPURA- NS OHSR DADWAT-NS OHSR SINDOLIYA-NS OHSR ROOPAHELI-PUMP ROUTE-4 route12 LPS / 65 m head/18.5 KW (1W+1S) |
| 132 | IPS-BAORI PROP OHSR GAREDA EX OHSRGAREDA PUMP ROUTE route7 LPS / 70 m head/11 KW (1W+1S) |
| 133 | IPS CHOGAI-EX OHSR CHOGAI -PROP OHSRCHOGAI - EX OHSRBANVARA - PROP OHSRBANWARAPUMP ROUTE route18 LPS / 40 m head/15 KW (1W+1S) |
| 134 | MORroute13 LPS / 35 m head/9.3 KW (1W+1S) |
| 135 | PATHRAJ KALAN PH route11 LPS / 30 m head/9.3 KW (1W+1S) |
| 136 | MONDIYA KALAN, NEEMERA route8 LPS / 45 m head/9.3 KW (1W+1S) |
| 137 | IPS NATHRI-EX OHSR NATHARI- EX OHSR GALOD - NS OHSR GALOD - PUMP ROUTE route8 LPS / 45 m head/9.3 KW (1W+1S) |
| 138 | PEEPLU PH route13 LPS / 35 m head/9.3 KW (1W+1S) |
| 139 | Providing and fixingat site with necessary packing,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. |
| 140 | IPS BAGARI - EX OHSR LAMBA HARISINGH -NS OHSR LAMBA HARISINGH -NS OHSR ASAN JOGIYAN-NS OHSR BAGHPURA -EX OHSR BUDHA DEVAL -NS OHSR BUDHA DEVAL - PUMP ROUTE-2 route23 LPS / 80 m head/37 KW (1W+1S) |
| 141 | IPS BAGARI -NS OHSR KUHARA-NS OHSR ADOOSYA-NS OHSR KALI HARDIYA - EX OHSRMORLA-NS OHSR MORLA-NS OHSR DOKARIYA-EX OHSR ANTOLI-NS OHSR ANTOLI-PUMP ROUTE-3 route21 LPS / 65 m head/30 KW (1W+1S) |
| 142 | IPS-BAORI PROP OHSR GAREDAEX OHSRLAMBA KALANEX OHSREX BARWAS PROP OHSRBARWASPROP OHSRPUMP ROUTE route30 LPS / 65 m head/37 KW (1W+1S) |
| 143 | IPS-BAORI PEX OHSR KUHADA KHURDNS OHSR HAMEERPUR NS OHSRSITARAMPURAPROP OHSR ALIYARI , TEELANJU PH PUMP ROUTE route23 LPS / 70 m head/30 KW (1W+1S) |
| 144 | IPS CHOGAI - EX OHSR RANOLI - NS OHSRRANOLI- EX OHSRKATHMANA-PROP OHSRKATHMANA -EX OHSR MOHAMMAD NAGAR KI DHANI - PROP OHSRMOHAMMAD NAGAR KI DHANIPUMP ROUTE route28 LPS / 70 m head/37 KW (1W+1S) |
| 145 | IPS DIGGI-NS OHSR CHANDSEN-EX OHSR CHANDSEN 1-EX OHSR CHANDSEN 2- EX OHSR BHAGWANPURA-NS OHSRDABER DUMBA -NS OHSR KALEEDA - PUMP ROUTE route21 LPS / 60 m head/24 KW (1W+1S) |
| 146 | IPS DIGGI -EX OHSR DIGGI 1-NS OHSRDIGGI 2-EX OHSR DIGGI 2-NS OHSRDIGGI 1-NS OHSRDESHMI -EX OHSR SODA1-NS OHSR SODA-EX OHSR SODA2-NS OHSR GANESHPURA BANJARAN-PUMP ROUTE route22 LPS / 75 m head/31 KW (1W+1S) |
| 147 | IPS DIGGI -EX OHSR DHOLI -NS OHSR DHOLI -NS OHSR BHEEPUR - EX OHSR LAWA 1-EX OHSR LAWA 2-EX OHSR LAWA 3-NSOHSR LAWA -PUMP ROUTE route24 LPS / 70 m head/31 KW (1W+1S) |
| 148 | IPS DIGGI - EX OHSR CHAWANDIYA -NS OHSR KIRAWAL -NS OHSR CHOSLA -EX OHSR CHOSLA -NS OHSR CHAINPUR -NS OHSR ARNIYA BASSI-NS OHSR DECHWAS -EX OHSR SITARAMPURA -NS OHSR BAMBORI -PUMP ROUTE route36 LPS / 80 m head/54 KW (1W+1S) |
| 149 | JHIRANA IPS TO CHOGAI PH route34 LPS / 35 m head/22 KW (1W+1S) |
| 150 | CPS JHIRANA EX OHSR BEEJWARPROP OHSRBEEJWAR EX OHSRNANERPROP OHSRNANEREX OHSR KALAMANDAPROP OHSR KALAMANDAroute28 LPS / 70 m head/37 KW (1W+1S) |
| 151 | CPS JHIRANA EX OHSR JHIRANA 1 EX OHSR JHIRANA 2PROP OHSR IBRAHIMPURA @ THATHA EX OHSR PASROTIYA NS OHSR KUREDI EX OHSRDODWARI PROP OHSRDODWARIroute43 LPS / 70 m head/75 KW (1W+1S) |
| 152 | CPS JHIRANA PROP OHSR NAYATEELA EX OHSR CHABRANA EX OHSR AHMEDGANJ NS OHSR AHMEDGANJ EX OHSR BORKHANDI KALANPROP OHSR BORKHANDI KALAN EX OHSR PEEPALU2 EX OHSR PEEPALU1EX OHSR PEEPALU3 route28 LPS / 55 m head/30 KW (1W+1S) |
| 153 | MALPURA TO DIGGI HW route80 LPS / 65 m head/90 KW (1W+1S) |
| 154 | MALPURA TO BAGRI HW route50 LPS / 50 m head/55 KW (1W+1S) |
| 155 | IPS MALPURA-EX OHSR MALPURA -NS OHSR DURAI-EX OHSR AMBA PURA - EX OHSR KALYANPURA PEEMUN -EX OHSR TORDI-NS OHSR TORDI-EX OHSR DOONGRI KALAN-PUMP ROUTE route35 LPS / 80 m head/55 KW (1W+1S) |
| 156 | IPS MALPURA -NS OHSR INDOLI- NS OHSR SALI LAKHA PURA -NS OHSR PRATAPPURA- EX OHSR SAWARIYA-NS OHSR DATOBA-EX OHSR JHADLI-NS OHSR KISHANPURA-EX OHSR URNIYA KHURD-PRO OHSR URNIYA KHURD-PUMP ROUTE route41 LPS / 70 m head/55 KW (1W+1S) |
| 157 | IPS MALPURA - EX OHSR BRIJ LALA NAGAR-EX OHSR BRIJ LALA NAGAR-EX OHSR RAJPURA -NS OHSR RAJPURA -PRO OHSR SADARPURA-EX OHSR RAMPURA BAS GANWAR-NS OHSR RAMPURA BAS GANWAR-NS OHSR GOVIND KERIYA -PUMP ROUTE route32 LPS / 85 m head/55 KW (1W+1S) |
| 158 | PANWALIYA, MEHROO, KHEJRON KA BAS, MANDOLAI route21 LPS / 75 m head/30 KW (1W+1S) |
| 159 | IPS NATHRI - PROP OHSR MASOODPURA -EX OHSR DARDA- NS OHSR DARDA TURKI- EX OHSR HADIKALAN -PRO OHSR SOHELA -EX OHSR JOLA -PRO OHSR JOLA -PUMP ROUTE route35 LPS / 75 m head/55 KW (1W+1S) |
| 160 | IPS NATHRI -EX OHSR ANWARPURA KHERA-PRO OHSR BAGRI - PRO OHSR FYAWARI - EX OHSR LOHARWARA - PRO OHSR LOHARWARA - PUMP ROUTE route26 LPS / 80 m head/45 KW (1W+1S) |
| 161 | CPS PACHEWAR EX OHSR BAROLOHSR KURAD NS OHSR SANS NS OHSR MALIKPUR EX OHSR BACHERA NS OHSR KURTHAL NS OHSR DESHMA route26 LPS / 70 m head/37 KW (1W+1S) |
| 162 | CPS PACHEWAR EX OHSR PACHEWAR 1NS OHSR BANEDIYAEX OHSR PACHEWAR 2 NS OHSR GULABPURA NS OHSR KUMHARIYA NS OHSR SOORSAGAR EX OHSR PARLINS OHSR PARLINS OHSR AKHATARI route32 LPS / 60 m head/37 KW (1W+1S) |
| 163 | CPS PACHEWAR EX OHSR AWARANS OHSR DORIYA NS OHSR TUNDERA EX OHSR NAGAR 1 EX OHSR NAGAR 2NS OHSR SEETA PURA NS OHSR DETHANI PRO route22 LPS / 80 m head/37 KW (1W+1S) |
| 164 | IPS TODA -EX OHSR KANKALWAR -NS OHSR SITAWAS- NSOHSRTHATA- NSOHSR GOLA HERA-EXOHSRRAMPURA-NSOHSRBHERUPURA MEENAN-NS OHSRBOUTUNDA- EX OHSRKANWARAWAS-NSOHSRBANERIYA CHARAN PUMP ROUTE route21 LPS / 60 m head/30 KW (1W+1S) |
| 165 | IPS TODA - EX OHSR BANSERA-NS OHSR SANDLA-NSOHSR SHRI RAM NAGAR MORLA-EX OHSR GANETA-PROP OHSRGANETA-EX OHSRKHAREDA- NS OHSRRAGHUNATH PURA-NSOHSR MODIYALA - NS OHSR MORDA-NS OHSRMOR BHATIYAN-NS OHSRRADHABALLABHPURA KHAREDA PH route27 LPS / 55 m head/30 KW (1W+1S) |
| 166 | Glycerine filled pressure gauges (0-10 kg) |
| 167 | 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. |
| 168 | 100 mm dia |
| 169 | 150 mm dia |
| 170 | 200 mm dia |
| 171 | 250 mm dia |
| 172 | 300 mm dia |
| 173 | 350 mm dia |
| 174 | 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. |
| 175 | 100 mm dia |
| 176 | 150 mm dia |
| 177 | 200 mm dia |
| 178 | 300 mm dia |
| 179 | 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. |
| 180 | 100 mm dia |
| 181 | 150 mm dia |
| 182 | 200 mm dia |
| 183 | 300 mm dia |
| 184 | Construction of Flow Meter Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge |
| 185 | Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - |
| 186 | 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. |
| 187 | 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. |
| 188 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
| 189 | CWR at Chogai PH |
| 190 | CWR at Diggi PH |
| 191 | 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: - |
| 192 | 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. |
| 193 | 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. |
| 194 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3 |
| 195 | CWR at Bagri PH |
| 196 | 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: - |
| 197 | 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). |
| 198 | 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. |
| 199 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II20 M Staging |
| 200 | 100 KL, staging Height 20 m |
| 201 | 150 KL, staging Height 20 m |
| 202 | 200 KL, staging Height 20 m |
| 203 | 250 KL, staging Height 20 m |
| 204 | Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 24 M |
| 205 | 100 KL, staging Height 24 m |
| 206 | 250 KL, staging Height 24 m |
| 207 | Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. |
| 208 | MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) |
| 209 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 210 | 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. |
| 211 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints. |
| 212 | Horticulture inside the OHSR compound |
| 213 | Provision for storage of Sodium Hypochlorite solution (2000 Liter) |
| 214 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 25 mm |
| 215 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 20 mm nominal bore |
| 216 | Providing, Installation , testing and commissioning of Diaphragm type Dosing Pump for dosing liquid products |
| 217 | 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 |
| 218 | 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. M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). |
| 219 | Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix |
| 220 | Providing and Fabricating Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code |
| 221 | Centering and Shuttering with Plywood or Steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
| 222 | Walls (any thickness) including attached pilasters,buttressesplinthandstring course. |
| 223 | 11 / 0.433 kV, Transformer: Supply, Installation, Testing and commissioning of copper wound ISI marked transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silicagel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain/ Flanged Rollers,Earthing terminal,Air relaese plug.Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc having max. total losses as per energy efficiency level - 2 at basic Insulation level conforming to IS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014 BEE star level - I as per Govt. of India, Ministry of power notification Dated 16th Dec., 2016. Transformers described as above and as per the following continuous rating . |
| 224 | 63 KVA |
| 225 | 200 KVA |
| 226 | 250 KVA |
| 227 | 415V, PMCC Panel: Supply, Installation, testing and commissioning of floor mounted PMCC (Indoor, Dust proff IP-42 front operated with 2 mm thick sheet metal compartmentalised) with allaccessible parts, head shrinkablesleeves, SMC/DMC bus bar supports, padlocking facility on outgoing feeders etc. |
| 228 | 100 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 229 | Bus Coupler Feeder (drowout type ), 100 A MCCB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 230 | 160 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 231 | Bus Coupler Feeder (drowout type ), 160 A MCCB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 232 | 200 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 233 | Bus Coupler Feeder (drowout type ), 200 A MCCB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 234 | 250 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 235 | Bus Coupler Feeder (drowout type ), 250 A MCCB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 236 | 400 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 237 | Bus Coupler Feeder (drowout type ), 400 A MCCB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D) |
| 238 | Incommer feeder (drowout type )for transformer 800A, 50KA, ACB 3 pole, Al Bus Bars,Digital Multifunction meter compatable to SCADA,metering,Protection CT"s, IDMT 3-O/C & 1-E/F, indicating lamps, control fuse, wiring etc.complete in all respect of the size appxo 900(D)X.2400(H)X1000(D) |
| 239 | Bus Coupler Feeder (drowout type ), 800 A ACB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size : 900(W) x 2400 (H) x 1000 (D) |
| 240 | 32A, MCCB (Fixed type ) as outgoing CT"s, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)300(H)X1000(D) |
| 241 | 40A, MCCB (Fixed type ) as outgoing CT"s, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)300(H)X1000(D) |
| 242 | 63A, MCCB (Fixed type ) as outgoing CT"s, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)600(H)X1000(D) |
| 243 | 125A, MCCB (Fixed type ) as outgoing CT"s, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)600(H)X1000(D) |
| 244 | 160 A MCCB (Fixed type ) as outgoing CT"s, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)600(H)X1000(D) |
| 245 | 200 A MCCB (Fixed type ) as outgoing CT"s, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size:900(W)600(H)X1000(D) |
| 246 | Standard duty Single phase 250 V / Three phase 440 V, 50 Hz capacitor (Bank): SITC of self healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required. |
| 247 | 6 to 14 stage - sensitivity upto 50 milli Amp.: SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag / lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and shall have over load protection, no volt release etc. as required. |
| 248 | DOL Starter for motors: up to 7.5 KW DOL Starter Feeder with MCB,Main and Aux Contactor,O/L Relay,L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB (Size : 600 (W) x 400 (H) x 600 (D) |
| 249 | Star -Delta starter for motors: Supply and Installation of STAR DELTA STARTER IN THE EXISTING PANEL |
| 250 | 11 KW |
| 251 | 15 KW |
| 252 | 18.5 KW |
| 253 | 22 KW |
| 254 | 30 KW |
| 255 | 37 KW |
| 256 | 45 KW |
| 257 | 55 KW |
| 258 | 415 V, Soft Starter: PROVIDING AND FIXING OF SOFT STARTER IN EXISTING PANEL |
| 259 | 75 KW |
| 260 | 110 KW |
| 261 | Local Push Button Station SITC of Local Push Button station fabricated with 16 SWG CRCA sheet, painted with polyster Powder coated finish after chemical treatment with Folliwng items and accessories:- i Shrouded Type push button with 2 NO Contacts element for Start/forward- reverse. ii Lockable Mushroom head type push buuton with 2 NC Contact element. iii 2.5 Sqmm clipon type terminals as requried with 20% spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried. |
| 262 | Batteries: 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: |
| 263 | 110V |
| 264 | Battery Charger: SITC of FCBC ( Float cum boost charger)suitable for 415V +/-10%, 50 Hz , 1-ø / 3 -ø Input & 24/ 48 /110 V DC OutputNatural Cooled, free standing in Sheet Steel enclosure, SCR controlled , regulation +/-1% , Efficiency > 75% on FLAC/ DC Instruments, Selector Switch ,Built in DC Distribution Board (6 No MCB), indication , control as required of following rating: |
| 265 | 25 A + 25 A |
| 266 | Distribution Board: Providing & Fixing of IK09 recessed/surface mounting heavy duty horizontal type sheet steel of 1.6 mm thick Distribution board as per PWD specification for electrical Works ISI marked conforming to IS-13032 & IS-8623 / conforming to IEC 61439-3. Phosphatised/ powder painted complete with suitable rating insulated copper bus bar, shorting link , neutral link, earth link , connecting wire of suitable rating and din bar,masking sheet, including making internal DB terminations with copper lugs and with detachable gland plate, including making connections, testing etc. as required.OEM shall have submit NABL / CPRI / ERDA accrediated lab test reports before execution & All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . IP-43 Double door (single phase) 12 Way (12 O/G +2 I/C) |
| 267 | 40A, Single pole & neutral MCB: P&F 240/415 V MCB of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/ sheets including making connections with lugs, testing etc. as required. |
| 268 | 40A, Three pole & neutral MCB: P&F 240/415 V MCB of breaking capacity not less than 10 KA (B/ C/ D tripping characteristic) ISI marked IS 8828(1996)]/ conforming to IEC 60898 in existing board/ sheets including making connections with lugs, testing etc. as required. |
| 269 | Cables: 11 kV Cables: Providing & Laying XLPE insulated as per IS:7098/II/85 H.T.cable as per PWD specification for electrical Works for working voltage 11 K.V.(E) in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , 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- Grade aluminium conductor of purity >99.6 % & as per IS:1554 P-I / IS :7098 P - I (b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures (c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables . All above as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 270 | 3 core x 240 Sq.mm |
| 271 | 1.1 kV: Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathedArmoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:- (a) Material :- H4- Grade aluminium conductor of purity >99.6 % & as per IS:1554 P-I / IS :7098 P - I (b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . All above as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 272 | 3C x 4 sqmm |
| 273 | 3C x 10 sqmm |
| 274 | 3C x 25 sqmm |
| 275 | 4C x 4 sqmm |
| 276 | 4c x 16 sqmm |
| 277 | 3.5C x 50 sqmm |
| 278 | 3.5C x 150 sqmm |
| 279 | 3.5C x 185 sqmm |
| 280 | 3.5C x 240 sqmm |
| 281 | 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, testing etc. as required of size |
| 282 | 3C x 35 sqmm |
| 283 | 3C x 50 sqmm |
| 284 | 3C x 70 sqmm |
| 285 | 3C x 95 sqmm |
| 286 | 3C x 150 sqmm |
| 287 | Providing and laying XLPE/PVC insulated & PVC sheathed armoured control cables of 1.1 KV grade with copper conductor as per IS 1255 including excavation of 30 CmX75 Cm size trench 25 Cm thick under layer of sand and second class bricks covering, backfilling & compaction |
| 288 | 3C x 1.5 sq.mm |
| 289 | 8C x 1.5 sq.mm |
| 290 | 14C x 1.5 sq.mm |
| 291 | Cable Termination: 11 kV: Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit as per PWD specification for electrical Works suitable for 11 KV / 33 KV cable with required components, prepration of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. OEM test lab should be as per ISO 9001:2015 & 14001 : 2015 & reports submitted to engineer in charge including testing etc. as required of following sizes. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 292 | 3 core 240/300 Sq.mm, Indoor |
| 293 | 3 core 240/300 Sq.mm, Outdoor |
| 294 | 1.1 kV Cable Termination: Supplying and making one end termination with heavy duty brass compression gland (as per IS 12943- 1990) SIBG type, heavy duty aluminium lugs (as per IS 8309 - 1993 & IS 8337-1976 ) duly crimped with crimping tool, PVC tape as per PWD specification for electrical Works etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 295 | 3C x 4 sqmm |
| 296 | 3C x 10 sqmm |
| 297 | 3C x 25 sqmm |
| 298 | 3C x 35 sqmm |
| 299 | 3C x 50 sqmm |
| 300 | 3C x 70 sqmm |
| 301 | 3C x 150 sqmm |
| 302 | 4C x 4 sqmm |
| 303 | 4c x 16 sqmm |
| 304 | 3C x 95 sqmm |
| 305 | 3.5C x 50 sqmm |
| 306 | 3.5C x 150 sqmm |
| 307 | 3.5C x 185 sqmm |
| 308 | 3.5C x 240 sqmm |
| 309 | P & F of surface/recess mounting CFL luminaire made from powder coated CRCA sheet with aluminium reflector assembly electrochemicaly brightened & anodized cross louvers, complete with accessories e copper ballast, starter, holder, terminal block duly prewired with copper conductor including making connections, testing etc. as required (without lamp) |
| 310 | Surface mounting 2 X PL-9/11 Watt |
| 311 | P & F 9/11/13/ Watt CFL mirror light with CRCA powder coated housing,diffuser,end covers,copper ballast,holder prewired upto terminal block including making connection testing etc. as required (without tube) |
| 312 | P & F IP-43 protected street light luminaire on existing bracket suitable for FTL, made out from CRCA sheet steel finished with stove enameled paint, having deep drawn aluminium alloy canopy reflector cum control gear tray, clear ribbed acrylic diffuser held with synthetic gasket, with all necessary accessories copper wound ballast, capacitor, starter, holder prewired with pvc insulated copper conductor including making connection testing etc. as required. (without tube) |
| 313 | 1 X 36 Watt |
| 314 | 2 x 36 |
| 315 | Supply and erection of Decorative Cast Iron pole as per approved design of following length with base plate on the cement concrete foundation of M-15 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III). The pole shall be made of Cast Iron as per IS 210:1993, precision machining and filling job to achieve good finish and a fine coat of primer on each element before assembling. After assembling of each element one coat of primer and two coats of P.U. paint are applied. Approved coloured UV resist coating of mat/ glossy/metallic finish followed after air drying of pole. The pole shall have a weatherproof flush door and locking arrangements, two/one arm bracket of length of 430/380mm complete in all respect. |
| 316 | 6 Meter Pole height |
| 317 | Earth Pit: Pipe Earthing as per PWD specification for electrical Works as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. " B " class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 318 | Copper Earth plate: Plate Earthing as per PWD specification for electrical Works 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 20 mm dia. G.I. "B" class watering Pipe, including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . |
| 319 | 50mm x 6mm Copper Strip: Supply & Laying following size earth strip in horizontal or vertical run inground/ surface/ recess including riveting, soldering, saddles, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. 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 . |
| 320 | Cable Tray: Supply, Fabricating & installing following sizes of powder coated ladder type M.S. cable trays with rungs at span of 250 mm including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/ wall with MS suspenders including bolts & nuts ,fastners, supports, painting suspenders etc. 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 . |
| 321 | 150mm x 50mm x 1.6mm |
| 322 | 300mm x 62.5mm x 2.0mm |
| 323 | 600mm x 50mm x 2.0mm |
| 324 | Glands (including Lugs): Supplying and making one end termination with heavy duty double compression brass gland SIBG type, heavy duty copper lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. |
| 325 | 3C x 1.5 sqmm |
| 326 | 8C x 1.5 sq.mm |
| 327 | 14C x 1.5 sq.mm |
| 328 | Electrical Insulation Rubber Mat for Panel: 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 mat with 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 . |
| 329 | 11 KV, 2.5 mm thick with proof voltage 22 KV / 3 min. and Break Down Voltage 45 KV |
| 330 | 415 V, 15 mm thick, |
| 331 | Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank |
| 332 | 5KVA |
| 333 | Providing, installation, testing and commissioning of pressure transmitter for water application range: 0-10 bar / power supply: 24V DC / Output 4-20 mA with HART / Diaphragm SS316L / Process connection 1/2 "NPT" (M) / Accuracy 0.15% protection: IP67 |
| 334 | Providing installation, testing and commissioning of capacitance level transmitter of tank / sump level accuracy ± 1.5 %of span, probe type: rod, probe material: SS type 316, weather protection class: IP 65 of IS 13947 part 1, output: 4-20 mA DC (Isolated), material of wetted parts: SS: 316, probe insulation material: Teflon, stilling pipe: SS type 316 with perforations |
| 335 | SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. |
| 336 | 1.1 kV: 1.1 kV voltage grade, aluminium conductor, XLPE insulation, aluminium arourmed cables, out sheath PVC black color cable with Halogen free and Fire resistardant (AL / XLPE / PVC / AWA / PVC) |
| 337 | 3C x 4 sqmm |
| 338 | 3C x 10 sqmm |
| 339 | Control Cable: Providing and laying XLPE/PVC insulated & PVC sheathed armoured control cables of 1.1 KV grade with copper conductor as per IS 1255 including excavation of 30 CmX75 Cm size trench 25 Cm thick under layer of sand and second class bricks covering, backfilling & compaction |
| 340 | 3C x 1.5 sq.mm |
| 341 | 14C x 1.5 sq.mm |
| 342 | 1.1 kV Cable Termination: Supply & Making heat shrinkable outdoor straight through joint for following size of PVC/ XLPE insulated aluminium conductor cable of 1.1 KV grade including cost of compound, sleeves etc. as required. |
| 343 | 3C x 4 sqmm |
| 344 | 3C x 10 sqmm |
| 345 | Earth Pit: Pipe Earthing as per IS:3043 with perforated 3.0 Mtr. Long, 40 mm dia. " B " class G.I. 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 size 300mm x 300 mm and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance as required. |
| 346 | Copper Earth plate: 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 20 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. |
| 347 | 25mm x 3mm Copper Strip: 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. |
| 348 | Cable Tray: Supply, Fabricating & installing following sizes of ladder type cable trays with rungs at span of 250 mm including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/wall with suspenders and including painting as required. |
| 349 | 150mm x 50mm x 1.6mm |
| 350 | 300mm x 62.5mm x 2.0mm |
| 351 | Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx.1100 mm X 800 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with Operator Station (PC) including, necessary programming software for PLC & SCADA and comprising of all required accessories not limited to the following: Programmable Logic Controller (PLC) with Dual redundant CPU, Power supply module for IO & Processor rack (Standard DC), Back up Interface/Expansion Module(BCM/BEM), Rack (Backplane) 10 slots for IO and Processor – 1 lot DI - 120 DO- 20 AI- 21 AO- 0 Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with Electronic Hooter – 1 num, Control Transformer – 2 num, Emergency PB – 2 num, Panel Cooling Fan – 2 num, Panel Light with Door Switch – 2 num, Control Indication Lamp – 45 num, Wiring + TB etc – 1 lot, Hardware – 1 lot HMI – 4 num Operator Station including, Core i5 processor, 8 GB DDR-3 RAM, 500 GB HDD, DVD RW Drive, RS- 232/485 Ports, 1 Parallel Port, 4 nos. USB Port, 2x Ethernet Cards, Keyboard, optical mouse, 32"" monitor, Latest windows professional ver., etc. – 2 num Programming and troubleshooting software for HMI – OWS – 1 lot Colour Printer A4, Lasejet – 1 number |
| 352 | GSM/GPRS based communication module facilities including recharge sim card (Consider range 25 km) are required for supervision of the water Level of OHSR - 27 nos. and water pressure & water flowof VTC - 54 nos |
| 353 | GPSR / GSM based communication module facilities including recharge sim card (Consider range 25 km) are required to provide DI /AI signals (DI- 120 nos. & AI - 21 nos.) to master control station (Intake) for supervision |
| 354 | 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 |
| 355 | For the 1st year of O&M after DLP |
| 356 | For the 2nd year of O&M after DLP |
| 357 | For the 3rd year of O&M after DLP |
| 358 | For the 4th year of O&M after DLP |
| 359 | For the 5th year of O&M after DLP |
| 360 | For the 6th year of O&M after DLP |
| 361 | For the 7th year of O&M after DLP |
| 362 | For the 8th year of O&M after DLP |
| 363 | For the 9th year of O&M after DLP |
| 364 | For the 10thyear of O&M after DLP |
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