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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC 0 MATADIN KAKRAHI KAKRAHI BHARTHANA ETAWA ETAWAH UTTAR PRADESH 206242 | ETAWAH | UTTAR PRADESH | 206242 | ₹5.1 Cr | L1 | Accepted-AOC Accept |
| 2 | L2₹5.1 Cr+₹1.3 L (0.25%)Accepted-AOC HPSEBL THALOUT | ₹5.1 Cr+₹1.3 L (0.25%) | L2 | Accepted-AOC Accept |
| 3 | L3₹2.2 Cr+₹8.3 L (1.62%)Accepted-AOC | ₹2.2 Cr+₹8.3 L (1.62%) Quoted ₹5.2 Cr | L3 | Accepted-AOC Accept |
| 4 | L4₹5.4 Cr+₹25.9 L (5.07%)Accepted-AOC | ₹5.4 Cr+₹25.9 L (5.07%) | L4 | Accepted-AOC Accept |
| 5 | L5₹6.3 Cr+₹1.2 Cr (23.4%)Accepted-AOC | ₹6.3 Cr+₹1.2 Cr (23.4%) | L5 | Accepted-AOC Accept |
Tender Value
Refer Docs
EMD Value
₹5.6 L
Closing Date
11 Mar 2023, 10:00 amClosed
Executive Engineer Thural
Executive Engineer JSV Division Thural
Providing FHTC under Lwss Kona Phiri Lwss Duhk Dhaniyara Lwss Bheri Paprola Lwss Tina Jhamete Lwss Dali Bhalunde rLwss Lahru Sadda etc. under JJM in Tehsil Palampur Thural Jaisinghpur in Distt Kangra H.P
2023_HPIPH_70030_1
EE/IPHDT/WA-I/2022-21934-78 dated 02.03.2023
Open Tender
Civil Works
Item Rate
730 days
Lwss Kona Phiri Lwss Duhk Dhaniyara Lwss Bheri Pa
Please refer Tender documents.
13 documents required · 13 mandatory
₹2,500
Yes
EE JSV Division Thural
₹5.6 L
Yes
28 Apr 2023
2 Mar 2023
11 Mar 2023
2 Mar 2023
11 Mar 2023
2 Mar 2023
Amount
Source
Schedule A1-Source,At Dhaniyara ( Opposite to Village Balbhurian)
Construction of reinforcement cement concrete Jack Well 3.00 mtrs Dia & 7.70 Mtrs deep +(1.30mtr Hanging arrangement for Submersible Pumps) as required at site cost of mateial and carriage of material within all leads and lifts as per the direction of Engineer-in-charge.
Near Neugal Khad (Right Bank)
Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.1 )
(Schedule A2- Civil Works) Rapid Sand Filter Bed
Providing, installation, testing and commissioning of water treatment plants 0.75 MLD based on Rapid sand filter including cost of site development to adjust hydraulic levels as per contour plan and structural requirements, cost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all contingent works at village Balllah (Location) capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant includes C/O Inlet chambers, Raw water tank, C/O pre-Sedimentation tanks, Clariflocculator , flash mixing ,cascade aerator,Electrical channel flow meter, rapid sand filter, pipe gallery, back wash tank and clear water tanks for coagulant addition proper alum, lime, solution tank with proper mechanical mixing arrangement . Bleaching power solution chlorination is to be provided for disinfection, drainage channel, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangements gaseous chlorination units, back wash units with pumping sets and Air compressors including arrangements for disposal of waste of water treatment plant process, Plant building comprising with office, / automation room , room for housing the automated valves. Providing and fixing of lightening arrangements (LED) lights made in the boundry unit of plant area, Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC M30 design shall be carried out as per design sheet chapter No.1 & technical specification No.1. All the structure shall be designed for up lift pressur encountred at footing as per contour plan uploaded suitable projection structure shall be designed and provided to avoid direct entry of HFL water within treatment premises.
Note:- (Refer Vol-II-Technical specifications WTP & Vol-III, Data Sheet No.2)
UNDER GROUND MAIN & SERVICE RESERVOIRS
Designing, Constructing, Testing & Commissioning R.C.C. Circular/Ractangular partially underground storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls (3 mtr from the edge of each structure), refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe ,proper manifiold at outlet including all fittings, bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside ventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves & other accessories shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work.
Main Tank at Chatru Davi at GP Balakrupi
RCC under ground Main Storage Tank of 1,30,000 ltrs. litre capacity phase 1st
Main Tank at Shiv Mahadev at GP Dhaman Lehar
RCC under ground Storage Tank of 1,15,000 litre capacity Phase 2nd
LWSS Dali Bhallunder
RCC under ground Storage Tank of 15,000 litre capacity
LWSS Bheri Paprola
RCC under ground Storage Tank of 30,000 litre capacity .
LWSS Duhak
RCC under ground Storage Tank of 35,000 litre capacity .
LWSS Pihri Galoti
RCC under ground Storage Tank of 40,000 litre capacity .
LWSS Lahru Bhanwar
RCC under ground Storage Tank of 20,000 litre capacity .
Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.3 )
Schedule A2-Civil Work
( PUMP HOUSE ) Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls (3 mtr from the edge of each structure), Toilets, Septic Tanks, internal and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.
At Dhaniyara ( Opposite to Village Balbhurian)
Schedule A3- Rising Main
Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.
1st Stage
2nd Stage( Phase 1st)
2ndStage( Phase 2nd)
Providing , laying, jointing with circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and welding M.S. flanges at every 100 mtr pipes and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007, steel grade L-415 & L- 210 (latest with upto date amendments) having wall thickness as specified below and capable of withstanding required test pressure in a random length of 5.5 to 6.5 meters, including manufacturing reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (two inner one outer), where ever required as per the directions of the Enginer-in-charge ( Earth work in trenches and the cost of providing flanges i/c nuts & bolts & gasket will be measured and paid for seperately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering & laying in excavated Trenches to ensure required level i/c flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials ( if damaged during laying jointing operation of pipe) made form the parent tube , shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing , DP test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. Note:- Negetive Tolerance should not be more than +/- 3%. Pipe make:- Tata/Jindal/Sorya Roshani.
(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 5).
2nd Stage( Phase 1st)
2nd Stage Phase 1st MSERW Pipe 100 mm dia thickness 4.80 MM Rd 0 to Rd 2600=2600 Rmt
2ndStage( Phase 2nd)
2nd Stage Phase 2nd MSERW Pipe 100 mm dia thickness 5.20 MM Rd 0 to Rd 800=800 Rmt
2nd Stage Phase 2nd MSERW Pipe 100 mm dia thickness 4.80 MM Rd 800 to Rd 5800=5000 Rmt
Laying, jointing with circumfrential butt welded joints by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) steel flanged pipes after every 100 mtr of pipe of following diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.
(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 6).
1st Stage
1st stage GI (M. Class) Plain Ended 150 mm dia thickness 4.80 MM ( FT -17) Rd 0 to Rd 320=320 Rmt
2nd Stage( Phase 1st)
2nd STAGE Phase 1st G.I. ( M. Class) pipe 100mm dia with wall thickness of 4.50 mm, RD 2600 to 4050= 1450 Rmt
2nd Stage( Phase 2nd)
2nd STAGE Phase 2nd G.I. ( M. Class) pipe 100mm dia with wall thickness of 4.50 mm, RD 5800 to 8500 = 2700 Rmt
Providing MS flanges (In pairs) for the joints of G.I. pipes mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge.
1st Stage
1st STAGE G.I. ( M. Class) pipe 150mm dia (FT-17) RD 0 to 320 = 320 Rmt/100=3 Nos
2nd Stage( Phase 1st)
2nd STAGE Phase 1st MSERW pipe 100mm dia (FT-34) RD 0 to 500 = 500Rmt /100=5 Nos
2nd STAGE Phase 1st MSERW/GI pipe 100mm dia (FT-28) RD 500 to 3100 = 2600Rmt /100=26 Nos
2nd STAGE Phase 1st GI pipe 100mm dia (FT-17) RD 3100 to 3800 =700Rmt /100=7 Nos
2nd STAGE Phase 1st GI pipe 100mm dia (FT-17) RD 3800 to 4050 =250Rmt /100=3 Nos
2nd Stage( Phase 2nd)
2nd STAGE Phase 2nd MSERW pipe 100mm dia (FT-38) RD 0 to 800 =800Rmt /100=8 Nos
2nd STAGE Phase 2nd MSERW pipe 100mm dia (FT-34) RD 800 to 4000 =3200Rmt /100=32 Nos
2nd STAGE Phase 2nd MSERW/ GI pipe 100mm dia (FT-28) RD 4000 to 6800 =2800Rmt /100=28 Nos
2nd STAGE Phase 2nd GI pipe 100mm dia (FT-17) RD 6800 to 8000 =1200Rmt /100=12 Nos
2nd STAGE Phase 2nd GI pipe 100mm dia (FT-5) RD 8000 to 8500 =500Rmt /100=5 Nos
1st Stage
Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-150 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 21kg/cm².150 mm dia
Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-150confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 21kg/cm².150 mm dia
2nd Stage( Phase 1st)
Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-300 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 52 kg/cm². 100 mm dia
NOTE:-The Cast steel sluice valve shall conform to BIS:780-1984 for 50 to 300mm dia & BIS:2906-1984 for 350 to 1200mm dia ( latest edition). However if seat pressure exceeds the limits prescribed in above mentioned BIS, then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1414 (API 600) .
Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-600 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure o104 kg/cm². 100 mm dia
Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 52kg/cm².100 mm dia
Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-600 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) of 100 mm and shall be suitable for withstanding nominal seat pressure of 104kg/cm².
NOTE:- The Cast steel reflux valve shall conform to BIS: 5312-1984- Part-I ( latest edition). However if the seat pressure exceeds the limits prescribed in BIS 5312 then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 21 Kg/cm² as per BS 1868 (API 600)
Stage 2nd (Phase 2nd)
Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-300 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 52 kg/cm². 100 mm dia
Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-600 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 104 kg/cm².100 mm dia
NOTE:-The Cast steel sluice valve shall conform to BIS:780-1984 for 50 to 300mm dia & BIS:2906-1984 for 350 to 1200mm dia ( latest edition). However if seat pressure exceeds the limits prescribed in above mentioned BIS, then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1414 (API 600) .
Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 52kg/cm². 100 mm dia
Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-600 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) of 100 mm and shall be suitable for withstanding nominal seat pressure of 104 kg/cm².
NOTE:- The Cast steel reflux valve shall conform to BIS: 5312-1984- Part-I ( latest edition). However if the seat pressure exceeds the limits prescribed in BIS 5312 then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 21 Kg/cm² as per BS 1868 (API 600)
Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make C.steel Air valve confirming to BIS 1452-90 to be provided on Suction side of size one dia higher then the suctrion size of pump capable of withstanding nominal seat pressure of 11.20 kg/cm².40 mm dia
Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 5 &6 )
SUBMERSIBLE PUMP (SETSSchedule A6- Pumping Machinery and Electrical works)
1st Stage
Supply of submersible pumping set of KSB/Crompton/ Kirloskar/BS/ Calama make conforming to latest relevant BIS Code 5659-1970. The impeller of pump shall be directly mounted on extended submersible sq cage motor shaft conf to BIS 9283-1979 with up to date amendments of 1450 (N) RPM, totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 +/- 10% volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (working ), necessary piping and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including earthing ,specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge.
From Jack Well to Raw tank (i) Location of site:- The Site is located at a distance of 40 KMs from from Palampur Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 500 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:-Raw Water) Temperature _20_ °C, b) Turbidity upto 100 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of P/well 10.00 mtrs deep & 6.00 Mtrs,Dia) LWL in P/ well- Mtrs., ) Centre line level of pump 520.00 mtrs. ix) Discharge level of highest point- .mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point= 11.33 LPS xii) Static Head in meters _72.00 mts. xiii) Duty/Total head in Mts=77.14 mts xiv) Length of R/Main 320.00mts xv) Dia of R/Main=150 mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. .2 sets (1 as stand by) of 11.99 LPS each with 77.68 m head
Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.7)
2nd stage Phase 1st
(CENTRIFUGAL PUMP SETS )Supply Installation Testing & Commissioning with automation (To be paid separately) of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/Kirlosker as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /ABB /Marathon and suitable for operation on 415 (+10% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge.
Centrifugal Pumps :- Ist Stage of 2 sets (1 as stand by) of 5.97 LPS each with 446.20 m Total head with 16 Hours Pumping
2nd stage Phase 2nd
Centrifugal Pumps :- Ist Stage of 2 sets (1 as stand by) of 5.36 LPS each with 627.65 m Total head with 16 Hours Pumping
Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 8 )
Schedule A5 -Remote Monitoring (Automation)
Industrial Grade 4U Rack mount PC 400Watt ATX Industrial Grade Power Supply, Industrial Grade Mother board,Intel core-i5 processor 8 GB RAM,480 GB SSD,2 x Ethernet Port,2 x Serial Com Port 4 x USB Port,DVD R/W,Logitech Key board & mouse 26 " Dell make monitor,Windows-10 Professional operating systems
Supply, Installation, Testing and Commissioning of Webaccess SCADA with 1500 Tag
Intelligent Communication Gateway for IoT application
UPS 1 KVA
Coloured Printer make HP, CANON
Development of SCADA software
1st-Stage
Supply , Installation, Testing and Commissioning of Energy Saving Variable Frequency Starter Panel for Submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pumps (1 working and 1 stand by) of the rating Required HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges.Make: JSV approved
Energy Saving Variable Frequency Starter required HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc.Make: JSV Approved
Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc. with RS 485 communication Make:- JSV approved
Main incomer MCCB of suitable capacity of JSV approved make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition).
LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.
LED On / Off & Trip indicator and push buttons, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Bus Bar, i.e.Bolt, insulator, etc.
Input Choke of required requird HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions.
Control Transformer Make: JSV approved
Power and Control Wiring and Busbar
Installation, Commissioning and Software Development
Surge supressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges.
Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements
Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KItKat fuses of HPSEB Make: JSV approved
PLC (Programmable logic controller) with appropriate digital and analog inputs and outputs to give automatic command to Star Delta Starter Panel/ Energy Saving Variable Frequency Starter Panel Make JSV Approved
Electronic relay card 8 channel
SMPS 4.5 Amps to energise PLC system
HMI (Human Machine Interface) 7" display for Monitoring and Controlling of submersible pumps Make JSV Approved
Control MCB for Automation System
Level Sensor to indicate the water level of tank remotely
Shielded Data Cable for Communication of Level Sensor with PLC
Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make JSV Approved
Cloud GateWay for Data Clouding to Serve
SCADA software to be installed in Laptop/PC to remotely monitor and control the operation of pumps and also to analysis the pump start and stop history logging, fault status, fault history, Power Quality Parameters like PF, Current, Voltage, KWH, THD etc Make Allenbredly/Siemens/JSV Approved
Cloud Space for data storage at cloud/server
Supply, Installation, Testing and Commissioning of Electro Magnetic Flow Meter of Dia 150 MM to be placed at risng main, which will give data related to flow, discharge and Totaliser to main SCADA. Make: JSV Approved
Stage 2nd Starter and Automation ( Phase 1st)
Supply , Installation, Testing and Commissioning of Energy Saving Variable Frequency Starter Panel for Submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pumps (1 working and 1 stand by) of the rating Required HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges.Make: JSV approved
Energy Saving Variable Frequency Starter required HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc.Make: JSV Approved
Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc. with RS 485 communication Make:- JSV approved
Main incomer MCCB of suitable capacity of JSV approved make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition).
LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.
LED On / Off & Trip indicator and push buttons, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Bus Bar, i.e.Bolt, insulator, etc.
Input Choke of required requird HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions.
Control Transformer Make: JSV approved
Power and Control Wiring and Busbar
Installation, Commissioning and Software Development
Surge supressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges.
Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements
Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KItKat fuses of HPSEB Make: JSV approved
PLC (Programmable logic controller) with appropriate digital and analog inputs and outputs to give automatic command to Star Delta Starter Panel/ Energy Saving Variable Frequency Starter Panel Make JSV Approved
Electronic relay card 8 channel
SMPS 4.5 Amps to energise PLC system
HMI (Human Machine Interface) 7" display for Monitoring and Controlling of submersible pumps Make JSV Approved
Control MCB for Automation System
Ultrasonic Level Sensor to indicate the water level of tank remotely
Shielded Data Cable for Communication of Level Sensor with PLC
Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make JSV Approved
Cloud GateWay for Data Clouding to Serve
SCADA software to be installed in Laptop/PC to remotely monitor and control the operation of pumps and also to analysis the pump start and stop history logging, fault status, fault history, Power Quality Parameters like PF, Current, Voltage, KWH, THD etc Make Allenbredly/Siemens/JSV Approved
Supply, Installation, Testing and Commissioning of Electro Magnetic Flow Meter of Dia 150 MM to be placed at risng main, which will give data related to flow, discharge and Totaliser to main SCADA. Make: JSV Approved
Cloud Space for data storage at cloud/serve
Stage 2nd Starter and Automation ( Phase 2nd)
Supply , Installation, Testing and Commissioning of Energy Saving Variable Frequency Starter Panel for Submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pumps (1 working and 1 stand by) of the rating Required HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges.Make: JSV approved
Energy Saving Variable Frequency Starter required HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc.Make: JSV Approved
Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc. with RS 485 communication Make:- JSV approved
Main incomer MCCB of suitable capacity of JSV approved make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition).
LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.
LED On / Off & Trip indicator and push buttons, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Bus Bar, i.e.Bolt, insulator, etc.
Input Choke of required requird HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions.
Control Transformer Make: JSV approved
Power and Control Wiring and Busbar
Installation, Commissioning and Software Development
Surge supressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges.
Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements
Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KItKat fuses of HPSEB Make: JSV approved
PLC (Programmable logic controller) with appropriate digital and analog inputs and outputs to give automatic command to Star Delta Starter Panel/ Energy Saving Variable Frequency Starter Panel Make JSV Approved
Electronic relay card 8 channel
SMPS 4.5 Amps to energise PLC system
HMI (Human Machine Interface) 7" display for Monitoring and Controlling of submersible pumps Make JSV Approved
Control MCB for Automation System
Ultrasonic Level Sensor to indicate the water level of tank remotely
Shielded Data Cable for Communication of Level Sensor with PLC
Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make JSV Approved
Cloud GateWay for Data Clouding to Serve
SCADA software to be installed in Laptop/PC to remotely monitor and control the operation of pumps and also to analysis the pump start and stop history logging, fault status, fault history, Power Quality Parameters like PF, Current, Voltage, KWH, THD etc Make Allenbredly/Siemens/JSV Approved
Supply, Installation, Testing and Commissioning of Electro Magnetic Flow Meter of Dia 100 MM to be placed at risng main, which will give data related to flow, discharge and Totaliser to main SCADA. Make: JSV Approved
Cloud Space for data storage at cloud/serve
Supply of slave automation panel at Main distribution tank with PLC, HMI and IOT Make: JSV Approved
Ultrasonic Level Sensor to indicate the water level of tank remotely and automationally give wireless ON and OFF command to Centrifugal Pumps
Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 8 )
Naresh Kumar
P C Construction
KATIANI CONSTRUCTION
SS RANA CONSTRUCTION PRIVATE LIMITED
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