80197136 dm plant design
DESCRIPTION
DM plant designTRANSCRIPT
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ANNEXURE -1PR NO: CP/7181, dt: 3-5-2010
1.PLANT CAPACITY :
D.M. WATER PLANT : The proposed D.M. WATER PLANT SHALL have
capacity of producing 6000 Liters per hour of Treated Water. The R.O.System in
the DM Water Plant will have 70% recovery with 6000 Liters per Hour ofPermeate Water and 2,600 Liters/Hour of Reject Water. The RO system is
designed considering that our Bore-well will have a TDS of 750ppm (maximum).
The R.O. module proposed is designed as a Single stream, two array (2 stages)
system. The plant operation is by manual operation but with Auto dumping
facility to bypass feed water incase the Residual Chlorine levels are detected high.
THE RO PRODUCT (PERMEATE) WATER FROM THE ABOVE RO
SYSTEM WILL BE PASSED THROUGH A DEGASSIFIER FOLLOWED BYA MIXED BED UNIT TO ATTAIN FINAL OUTPUT WATER QUALITY
WITH TDS LESS THAN 1PPM.
R.D.M. WATER PLANT: The proposed R.D.M. WATER PLANT will havecapacity of producing 4000-4500 Liters per hour of Treated Water. It is propose
to install TWO nos RO Systems with capacities of 3000Ltrs/Hr and 1000 Ltrs/hr
in order to minimize water losses.
A) 3000 LPH RO SYSTEM :
The Reject Water from the RO system in the DM WATER PLANT will be mixed
with fresh bore-well water in the existing water sump and will be the feed to this
3000LPH RO System. We assume that this mix-water will have TDS of 2000ppm(maximum).The R.O.System is designed to have 50% recovery with 3000 Liters
per Hour of Permeate Water and 3000 Liters/Hour of Reject Water.
B) 1000 LPH RO SYSTEM:
The Reject from above 3000 LPH RO System will be the feed to this RO system.It is assumed that this feed water will have TDS of 4500ppm(maximum). The
R.O.System is designed to have 50% recovery with 1500 Liters per Hour of
Permeate Water and 1500 Liters/Hour of Reject Water.
WE PROPOSE TO MIX PRODUCT(PERMEATE) WATERS FROM THESETWO SYSTEMS AND PASS THROUGH A D.M.PLANT CONSISTING OFCATION COLUMN, DEGASSIFIER UNIT AND AN ANIOIN COLUMN
FOLLOWED BY MIXED BED UNIT TO ATTAIN THE QUALITY OF FINAL
OUTPUT WATER WITH TDS LESS THAN 5PPM.
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ANNEXURE -1PR NO: CP/7181, dt: 3-5-2010
2. FEED WATER QUALITY:
The following are the approximate values of feed water, correct values will begiven at the time of enquiries
A).FEED WATER CHARECTERISTICS D.M.WATER PLANT:
SL.NO PARAMETERS UNITS RAW WATE
1 Ph 7.72
2 Color Colorless
3 EC Mscm 717
4 Turbidity NTU 1.40
5 TDS Mg/L 475
6 Total hardness as CaCO3 Mg/L 3207 Noncarbonated hardness as CaCO3 Mg/L 60
8 Calcium Mg/L 83.20
9 Magnesium Mg/L 45.12
10 Alkalinity to phenolphthalein as CaCO3 Mg/L Nil
11 Alkalinity to methyl orange as CaCO3 Mg/L 260
12 Chlorides as CI Mg/L 35.5
13 Sodium as Na Mg/L 8.74
14 Potassium as K Mg/L 0.39
15 Sulfates as SO3 Mg/L 46.08
16 Nitrates as NO3 Mg/L 1.23
17 Silica as SiO2 Mg/L 5.1918 Iron as Fe Mg/L Nil
19 Fluoride as F Mg/L 0.6
20 COD Mg/L
21 BOD Mg/L
B)FEED WATER CHARECTERISTICS R.D.M.WATER PLANT:
1) REJECT WATER FROM THE R.O. SYSTEM IN THE D.M.WATER PLANT
MIXED WITH FRESH BOREWELL WATER IS THE FEED WATER FORTHE 3000LPH CAPACITY R.O.SYSTEM IN THE R.D.M.PLANT. WE
ASSUME THAT THIS FEED WATER WILL HAVE TDS OF 2000ppm.
2) REJECT WATER FROM THE ABOVE 3000LPH R.O.SYSTEM WILL BE
THE FEED TO THE 1000LPH RO SYSTEM. WE ASSUME THAT THIS FEED
WATER WILL HAVE TDS OF 4500ppm.
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ANNEXURE -1PR NO: CP/7181, dt: 3-5-2010
4. PRODUCT WATER QUALITY:
A) D.M.WATER PLANT: The treated Water quality at the outlet of the D.M.
Plant shall be as follows :
pH : 7.0 +/- o.5TDS : < 1ppm
Conductivity :
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ANNEXURE -1PR NO: CP/7181, dt: 3-5-2010
4. Activated Carbon Filter
5. SMBS Dosing System with ORP meter and dumping facility6. Intermediate Storage Tank
7. Stainless Steel feed water Pump
8. Antiscalant Dosing System
9. Micron Cartridge Filter10. High Pressure Pump
11. R.O. Block consisting of R.O Membranes and Membranes Housings.
12. M.S. Fabricated skid.13. Control Panel
14. Membrane Cleaning System consisting of Pump, Chemical Holding Tank
etc.,
B) 1000 LPH RO SYSTEM :
1. Antiscalant Dosing System2. Micron Cartridge Filter
3. High Pressure Pump4. R.O. Block consisting of R.O Membranes and Membranes Housings.
5. M.S. Fabricated skid.
6. Control Panel7. Membrane Cleaning System consisting of Pump, Chemical Holding Tank
etc.,
C) D.M. PLANT SECTION : 4000 -4500 LPH CAPACITY.
1. Cation Unit2. Degasser Tower with Tank ,SS Pump and Air Blower
3. Anion Unit4. Mixed Bed Unit
5. Acid and Alkali Measuring Tanks
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORK1) D.M.WATER PLANT : 6000 LTRS/HR.R.O.SYSTEM : 6000LPH.
Sr.No. EQUIPMENT DETAILS QUANTITY
A. PRETREATMENT SECTION
1. Raw Water Feed Pump, Cast Iron construction,
Horizontal, centrifugal, Monoblock OPEN WELL
SUBMERIBLE TYPE Pump, KIRLOSKER/CRI make,
9000 ltrs/hr flow rate, 3.0 Kgs/Sq.Cm pressure, 3.0HP
2 nos.
(1W+1SB)
2. Pressure Sand Filter in M.S fabricated construction withFRP Lining, Top and Bottom openings with Distribution
stacks, side mounting type Multiport Valve, 8600 Ltrs/hr
flow rate, Operating Pressure : 3.0 Kgs/sq.cm (max)
1 no.
3. Naocl(Chlorine) Dosing system consisting of Electronic
type diaphragm dosing pump, injection system, dosingchemical holding tank
1 no.
4. Activated Carbon Filter in M.S fabricated constructionwith Rubber Lining, Top and Bottom openings with
Distribution stacks, side mounting type Multiport Valve,
8600 Ltrs/hr flow rate, Operating Pressure : 3.0 Kgs/sq.cm
(max)
1 no.
5. SMBS Dosing system consisting of Electronic type
diaphragm dosing pump, injection system, dosing
chemical holding tank
1 no.
6. ORP meter with dumping arrangement 1 no.
7. Intermediate Storage Tank in HDPE construction forstoring Filtered water, 10,000 liters capacity with levelcontrol arrangement
1set.
8. Feed water Pump, Stainless Steel construction, INVESTA
make 8600 liters/hour flow rate, 2.5 Kgs/Sq.Cm operating
Pressure, Horizontal Back-Pullout type Centrifugal Pumpcoupled with Motor 3.0HP, 2900 RPM.
2 sets
(1W+1SB)
9. Antiscalant Dosing system consisting of Electronic type
diaphragm dosing pump, injection system, dosing
chemical holding tank
1 no.
10 Inter connecting piping with necessary valves and fittings
in UPVC construction
1 lot
B. R.O.SECTION
1.Micron Cartridge Filter 5 micron PP filter cartridges inStainless Steel 304 or Polypropylene Housing. Flow rate :8600Ltrs/hr
1 no.
2.High Pressure Pump, Grundfos/CRI make, Vertical,Multistage, centrifugal pump, SS304 construction, 10000
ltrs/hr flow rate at 10.0 Kgs/Sq.Cm discharge pressure, 5.5
2 nos.
(1W+1SB)
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORKKW rating
3.PENTAIR WATER make CODELINE brand Membrane
Housings in FRP construction, 300 PSI operating
pressure, side port type, each suitable for holding 3 nos of8dia X 40 long RO membranes.
2 nos.
4.REVERSE OSMOSIS MEMBRANES, Brackish Water
type, HYDRANAUTICS/equivalent make, Model :
ESPA2
6 nos.
5.Electrical and instrumentation Panel having Voltmeter,
Ammeter, Push Button Starters, Glow indicators,necessary instruments such as pressure gauges, flow
meters, conductivity/TDS meters, pH meters etc.
1 set.
6.
M.S. fabricated Skid, duly painted for mounting all theabove
1 no.
7.Membrane Cleaning System consisting of a SS centrifugal
Pump, Cleaning chemical solution holding tank,rotameter(flow meter), micron cartridge filter, pressuregauge etc. with all other accessories.
1 no.
8.Inter-connecting piping with necessary valves and fittingsin SS304 construction for high pressure lines and in
UPVC construction for Low Pressure lines in the
complete R.O.Plant
1 lot,
c.DM section
1.Degasser Tower with Storage Tank in PP/FRPconstruction with SS Pump and Air Blower. Flow Rate :
6000 Ltrs/Hr.
1 set
2.Mixed Bed Unit 500 dia,in M.S./R.L. construction withinitial fill of required quantity of Anion and Cation
Resins.
3.Storage Tank, 10000 ltrs capacity in HDPE
materials(Sintex)
1 no
4.Circulation Pump in Stainless Steel 316 construction,Horizontal Back pull-out type centrifugal pump, 6000
liters/hr flow rate at 2.5 Kgs/sq.cm discharge pressure,
coupled with 2.0HP motor
2 sets(1W+1SB)
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORK2) R.D.M.WATER PLANT : 4000 LTRS/HR.
A) R.O.SYSTEM : 3000LPH.Sr.No. EQUIPMENT DETAILS QUANTITY
A. PRETREATMENT SECTION
1. Raw Water Feed Pump, Cast Iron construction,
Horizontal, centrifugal, Monoblock OPEN WELL
SUBMERSIBLE PUMP, KIRLOSKER/CRI make, 6000
ltrs/hr flow rate, 3.0 Kgs/Sq.Cm pressure, 2.0HP
2 nos.
(1W+1SB)
2. Pressure Sand Filter in M.S fabricated construction withFRP Lining, Top and Bottom openings with Distribution
stacks, side mounting type Multiport Valve, 6000 Ltrs/hr
flow rate, Operating Pressure : 3.0 Kgs/sq.cm (max)
1 no.
3. Naocl(Chlorine) Dosing system consisting of Electronictype diaphragm dosing pump, injection system, dosing
chemical holding tank
1 no.
4. Activated Carbon Filter in M.S fabricated construction
with Rubber Lining, Top and Bottom openings with
Distribution stacks, side mounting type Multiport Valve,
6000 Ltrs/hr flow rate, Operating Pressure : 3.0 Kgs/sq.cm(max)
1 no.
5. SMBS Dosing system consisting of Electronic type
diaphragm dosing pump, injection system, dosingchemical holding tank
1 no.
6. ORP meter with dumping arrangement 1 no.7. Intermediate Storage Tank in HDPE construction forstoring Filtered water, 5,000 liters capacity with level
control arrangement
1set.
8. Feed water Pump, Stainless Steel construction, INVESTA
make 7200 liters/hour flow rate, 2.5 Kgs/Sq.Cm operatingPressure, Horizontal Back-Pullout type Centrifugal Pumpcoupled with Motor 3.0HP, 2900 RPM.
2 sets(1W+1SB)
9. Antiscalant Dosing system consisting of Electronic type
diaphragm dosing pump, injection system, dosing
chemical holding tank
1 no.
10. Inter connecting piping with necessary valves and fittingsin UPVC construction 1 lot
B. R.O.SECTION
1.Micron Cartridge Filter 5 micron PP filter cartridges inStainless Steel 304 or Polypropylene Housing. Flow rate :
7500Ltrs/hr
1 no.
2.High Pressure Pump, CRI/Grundfos make, Vertical,Multistage, centrifugal pump, SS304 construction, 7200
2 nos.(1W+1SB)
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORKltrs/hr flow rate at 13.5 Kgs/Sq.Cm discharge pressure, 5.5KW rating
3.PENTAIR WATER make CODELINE brand Membrane
Housings in FRP construction, 300 PSI operatingpressure, side port type, each suitable for holding 3 nos of8dia X 40 long RO membranes.
1 no.
4.REVERSE OSMOSIS MEMBRANES, Brackish Watertype, HYDRANAUTICS/equivalent make, Model :
CPA2-8040
3 nos.
5.Electrical and instrumentation Panel having Voltmeter,
Ammeter, Push Button Starters, Glow indicators,necessary instruments such as pressure gauges, flow
meters, conductivity/TDS meters, pH meters etc.
1 set.
6.M.S. fabricated Skid, duly painted for mounting all the
above
1 no.
7.Membrane Cleaning System consisting of a SS centrifugal
Pump, Cleaning chemical solution holding tank,rotameter(flow meter), micron cartridge filter, pressure
gauge etc. with all other accessories.
1 no.
8.Inter-connecting piping with necessary valves and fittings
in SS304 construction for high pressure lines and inUPVC construction for Low Pressure lines in the
complete R.O.Plant
1 lot,
B) R.O.SYSTEM : 1000LPH.
1.Micron Cartridge Filter 5 micron PP filter cartridges in
Polypropylene Housing. Flow rate : 3200Ltrs/hr1 no.
2.High Pressure Pump, CRI/Grundfos make, Vertical,Multistage, centrifugal pump, SS304 construction, 3200
ltrs/hr flow rate at 17.0 Kgs/Sq.Cm discharge pressure, 5.5KW rating
2 nos.(1W+1SB)
3.PENTAIR WATER make CODELINE brand Membrane
Housings in FRP construction, 300 PSI operating pressure,END PORT type, each suitable for holding 3 nos of 4dia
X 40 long RO membranes.
2 nos.
4.REVERSE OSMOSIS MEMBRANES, Brackish Water
type, HYDRANAUTICS/equivalent make, Model : CPA2-
6 nos.
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORK4040
5.Electrical and instrumentation Panel having Voltmeter,
Ammeter, Push Button Starters, Glow indicators, necessary
instruments such as pressure gauges, flow meters,conductivity/TDS meters, pH meters etc.
1 set.
6.M.S. fabricated Skid, duly painted for mounting all the
above
1 no.
7.Membrane Cleaning System consisting of a SS centrifugal
Pump, Cleaning chemical solution holding tank,
rotameter(flow meter), micron cartridge filter, pressuregauge etc. with all other accessories.
1 no.
8.Inter-connecting piping with necessary valves and fittings
in SS304 construction for high pressure lines and in UPVCconstruction for Low Pressure lines in the completeR.O.Plant
1 lot,
NOTE : PLEASE NOTE THAT THE ABOVE TWO RO SYSTEMS
SHALL BE MOUNTED ON A SINGLE M.S. FABRICATED SKID.
D.M.SECTION : 4000LPH.
FEED WATER TO THE D.M.SECTION SHALL BE THE MIX OF PERMEATE
(PRODUCT) WATERS FROM THE ABOVE 3000LPH AND 1000LPH RO
SYSTEMS
c.DM section
1.Cation column in Pentair FRP vessel model 1665 with top
& bottom 4 threaded openings, side mounting type 40 NB
Multiport Valve, duly filled with 150 Ltrs of Cation Resin.
1 no.
2.Degasser Tower with Storage Tank in PP/FRP construction
with SS Pump and Air Blower. Flow Rate : 4000 Ltrs/Hr.
1 set
3.Anion column in Pentair FRP vessel model 1465 with top
& bottom 4 threaded openings, side mounting type 40 NBMultiport Valve, duly filled with 125 Ltrs of Anion Resin.
1 no.
4.Mixed Bed Unit 400 dia,in M.S./R.L. construction withinitial fill of required quantity of Anion and Cation Resins.
Flow Rate : 4000 Ltrs / Hr.
1 no.
5.Storage Tank, 5000 ltrs capacity in HDPE
materials(Sintex)
1 no
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORK6.
CENTRIFUGAL Pump in Stainless Steel 316 construction,Horizontal Back pull-out type centrifugal pump, 4000
liters/hr flow rate at 2.5 Kgs/sq.cm discharge pressure,
coupled with 2.0HP motor
2 sets
(1W+1SB)
3) SCOPE OF WORK :
Installation & Commissioning the supplied plant at BDL, Bhanur
3 ADDITIONAL WORKS
REQUIRED COMPETINGTHE TURNKEY JOB
3.1 FOUNDATIONS FORPLANT:
Scope: Required foundationworks for all the motors,
Pumps, plants, storage tanks
And other machineries.Quantity : 10 M
3
MOC: Cement concrete withBlue metal.
Ratio: 1:1.5:3
3.2 DISMANTLING THE
EXISTING PLANTS
Scope: Removing and
dismantling the existing DM
& RDM plants. Removingof Electrical wirings.
Removing of complete
pipelines etc.Quantity: 1 LotLead: Maximum 10 Meters radius
Dumping distance
3.3 DEMOLITION OF
FOUNDATIONS
Scope: demolition of
existing foundations like
pumps, filters, towers etc.Dumping distance:
Maximum 10 Meters radius
Dumping distanceNature: Cement Concrete.
Quantity: 1 Lot
3.4 COVER / SHED FOR
TREATED WATERTANKS:
Scope : to cover the storage
tanks from sunshadeType: Aluminum Anodized
sheet cover with GI pipe
tube truss workArea of covering: only top
(No Sides)
1
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORKQuantity : 50 M
2X
8M
3.5 DISTRIBITION
PIPELINES
Scope: To transfer the DM water
from ground level storage tank to
overhead tank and then to EP shopplating tanks.
Quantity: 300 Meters. (Open &
Concealed Lines,bends, valves,
supports etc.,)Size of Pipe: 25 NB dia
MOC: UPVC
Make: indicate
3.6 Initial fill of chemicals 1 lot
3.7 Warrantee 12 months from date ofcommissioning. Guaranteed
after sales service andsupply of spares for at least
15 years after warranty
shall be ensured.
3 .8 Essential Spares One set of mechanical,
electrical/electronic spares for twoyears operations to be supplied.
List of spares to be
furnished(electrical/mechanical/
electronics)3.9 Input power supply 415 15 V, 3 phase, 50 Hz.
Isolator switch should be provided
for isolating the total supply to
equipment.
3.10 Control Voltage 24 volts DC
3.11 DOCUMENTATION(English only wherever possible)
List of documents to besubmitted with offer(offer
SHALL be rejected unless
these are submitted)
Point wise clarification to allpoints of this specifications
including deviations if any
Sketches showing full details ofDM and RDM plants
3.12 Erection drawings Foundation drawings to be sent toBDL one month of the placement
of Purchase Order. DM and RDM
plant drawings approval shall beobtained from BDL with in one
month from the date of purchase
order.
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORK3.13 List of drawings/documents
to be submitted at the time of
PDI of equipment at
suppliers works and also at
BDL
5 nos of equipment operationand maintenance manuals
2 nos spare parts manuals ofOEM items and bought outitems
5 sets of electrical/electronic/ 5 sets of Assembly and sub-
assembly of DM & RDM
plants mechanical drawings.
INSPECTION AND
TESTING
3.14 During manufacturing Will be checked/inspected by BDL
if the supplier is indigenous source
3.15 After manufacturing at
supplier works PDI
Will be checked and inspected by
BDL production and maintenance
team. The equipment will bechecked for all functions and
operations
3.16 Clearance for dispatch The equipment shall be dispatchedonly after testing/inspection atsuppliers works and on written
clearance from BDL
3.17 Calibration Calibration reports of TDS,PH
meters etc,
ERECTION AND
COMMISSIONING3.18 At BDL works Installation, supervision and
commissioning at BDL, Bhanur is
in Suppliers scope
3.19 Method of inspection and
testing at BDL
Job prove-out shall be done for 10
KL of water
GENERAL
3.20 Training Five persons 3 from productionand 2 from maintenance shall be
trained at suppliers works for
operation and maintenance of the
DM and RDM plants3.21 Qualifying criteria The manufacturer should have
manufactured at least 10 DM and
RDM plants of similar or higher
capacity in the last 2 years as ondate of enquiry. List of these
plants to be furnished with names
of contact persons, telephone and
fax nos and email IDs. The
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ANNEXURE -1I
PR NO: CP/7181, dt: 3-5-2010 SCOPE OF SUPPLY& WORKsupplier should furnish copies ofthe purchase orders or
commissioning reports or
performance certificates issued by
the customers as documentaryproof of the above
3.22 Buy back of existing plant
3.23 Expected life of the DM and RDM plant is 15 to 20 years with
minimum maintenance.
3.24 Flow diagram of DM & RDM plants engraved on Acrylic board of
size 3 feet x 4 feet
1 no