HomeMy WebLinkAboutContract 26482 XECUTED COPY.
CITY OF FORT NORTH, TEXAS
f FY ORTWORTH CONTRACT NO Y
WATER DEPARTMENT
NORTH HOLLY WATER TREATMENT PLANT
IMPROVEMENTS - PHASE 1
PROJECT NO. PW77-060770500120
2000
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KENNETH B ARR BOB TERRELL
MAYOR CITY MANAGER
DALE FISSELER, P.E. CHARLY ANGADICHERIL,
DIRECTOR,WATER DEPARTMENT ASSISTANT DIRECTOR,WATER PRODUCTION
ROBERT L. ARMS, P.E. S. FRANK CRUMB, P.E.
ENGINEERING MANAGER ASSISTANT DIRECTOR
PRODUCTION DIVISION ENGINEERING AND PLANNING
DAVID R. TOWNSEND.) P.E.
FACILITIES ENGINEER
VOLUME 1
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FREESE•NICHULS
FTWO0112
City of Fort Worth, Texas
"ayor and coun"'I communication
DATE REFERENCE NUMBER I LOG NAME I PAGE
12/12/00 **C-18389 60KINSEL 1 of 2
SUBJECT AWARD OF CONTRACT TO KINSEL INDUSTRIES, INC. FOR THE NORTH HOLLY
WATER TREATMENT PLANT IMPROVEMENTS, PHASE I
RECOMMENDATION:
It is recommended that the City Council authorize the City Manager to execute a construction contract
with Kinsel Industries, Inc. for the North Holly Water Treatment Plant Improvements, Phase I, on the
low total bid amount of $20,500,000, including the base bid and alternates 1, 2, and 3.
DISCUSSION:
On February 8, 2000 (M&C C-17849), the City Council authorized the execution of an engineering
agreement with Freese & Nichols, Inc. for the preparation of plans and specifications for the North Holly
Water Treatment Plant Improvements. These improvements are necessary to comply with proposed
federal/state drinking water regulations and to improve reliability of the plant processes.
The projected improvements project is based on two recently conducted studies. The first study, the
North Holly Water Treatment Plant Filter, Wash Water and Chemical Feed Improvements, evaluated
the existing filters, chemical feed systems, disinfection system, and wash water recovery systems along
with related monitoring and control equipment, to determine compliance with Texas Natural Resources
Conservation Commission requirements and the Unified Building and Fire Codes. The second study,
the Electrical Improvements Stuff evaluated the North Holly High Service Pump Station electrical
equipment, pumps and pump motors for their reliability and capability to meet current and future water
demands.
The project will consist of the construction of a new filter wing to meet regulatory requirements,
modifications to existing sedimentation basins to increase capacity using fewer basins, installation of a
new electrical distribution system for reliability and to meet current codes, replacement of old obsolete
switchgear and motors in the High Service Pump Station, and installation of a new backwash clarifier
and pump station to meet regulatory requirements and minimize water usage in the treatment process.
On October 26, 2000, the following bids were received:
Total Amount Bid
Alternate Bid (Base Bid Plus
Bidder Base Bid Items 1. 2, 3 Alternate Nos. 1. 2. 3)
Kinsel Industries, Inc. $19,410,000 $1,090,000 $20,500,000
Archer-Western Contractors, Inc. $19,668,225 $ 919,000 $20,587,225
Cajun Constructors, Inc. $20,200,000 $ 904,554 $21,104,606
The base bid includes all demolition and construction work for the North Holly Water Treatment Plant
filters, sedimentation basins, electrical system, high service pump station, and backwash clarifier and
pump station.
City of Fort Worth, Texas
qV611jor And council Communication
DATE REFERENCE NUMBER LOG NAME PAGE
12/12/00 **C-18389 60KINSEL 2 of 2
SUBJECT AWARD OF CONTRACT TO KINSEL INDUSTRIES, INC. FOR THE NORTH HOLLY
WATER TREATMENT PLANT IMPROVEMENTS, PHASE I
Bid Alternative No. 1 is for the expansion and electrical rehabilitation of the South Holly Water
Treatment Plant Transfer Pump Station.
Bid Alternative No. 2 is for witness testing of the high service pump motor to be replaced as part of the
base bid.
Bid Alternative No. 3 is for the replacement of electrical switchgear and motors in the North Holly Water
Treatment Plant Storm Water Pump Station. Award of contract is based on the total amount bid.
Bid Alternative No. 4, for the use of granular activated carbon in lieu of the base bid of anthracite filter
media, and Bid Alternative No. 5, for modification of the sedimentation basin sludge collection system in
lieu of the base bid equipment replacement, were reviewed and are not recommended for award in this
contract.
Kinsel Industries, Inc. is in compliance with the City's M/WBE Ordinance by committing to 24% M/WBE
participation. The City's goal on this project is 23%.
The total authorized amount includes $615,000 for possible change orders and $25,000 for staff
support.
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that funds are available in the current capital budget, as appropriated, of
the Water Capital Project Fund.
MG:k
Submitted for City Manager's FUND ACCOUNT CENTER AMOUNT CITY SECRETARY
Office by: (to)
APPROVED
Mike Groomer 6140 CITY COUNCIL
Originating Department Head:
DEC 12 2000
Dale Fisseler 8207 (from)
P160 541200 060160500010 $20,500,000.00
Additional Information Contact: �1
city Secretary of the
Dale Fisseler 8207 city of Fort Worth,Texas
CITY OF FORT WORTH, TEXAS
FORTWORTH
WATER DEPARTMENT
NORTH HOLLY WATER TREATMENT PLANT
IMPROVEMENTS - PHASE 1
PROJECT NO. PW77-060770500120
2000
KENNETH BARR BOB TERRELL
MAYOR CITY MANAGER
DALE FISSELER, P.E. CHARLY ANGADICHERIL
DIRECTOR,WATER DEPARTMENT ASSISTANT DIRECTOR,WATER PRODUCTION
ROBERT L. ARMS, P.E. S. FRANK CRUMB, P.E.
ENGINEERING MANAGER ASSISTANT DIRECTOR
PRODUCTION DIVISION ENGINEERING AND PLANNING
DAVID R. TOWNSEND, P.E.
FACILITIES ENGINEER
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FTW00112
CITY OF FORT WORTH WATER DEPARTMENT
NORTH HOLLY WTP IMPROVEMENTS PHASE 1
PROJECT No. PW77-060770500120
00w, FTW00112
ADDENDUM NO. 1
October 6,2000
The following additions, deletions, modifications, or clarifications shall be made to the
appropriate sections of the plans and specifications and shall become a part of the Contract
Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the
Bid forrm
CONTRACT DOCUMENTS:
SECTION D—PLANT SPECIAL CONDITIONS
SUBSECTION D-25 —CONSTRUCTION MANAGER OFFICE TRAILER
A. Reference Page D-12.
Addition: Modify the paragraph beginning with "Wide Area Network (WAN)computer
connection..."by adding the following list of materials:
1) 1-Nortel Networks Baystack 450-24 Switch model #L2AL22012E24
2) 1 - 100 MBPS fiber-optics module model #AL2033002. (Trailer side)
3) 1- Lancast 100 MBPS fiber to copper transceiver. (Network Rack side)
4) 2- Cat5 cable runs to the offices in the construction trailer.
5) 1- 19" rack,4-foot minimum height requirement. (Trailer side)
6) 1- 1000 VA UPS for Rack
7) 1-Tripp Lite Rack mountable surge-protector model #IBAR 12. (Standard for
the City of Fort Worth Water Department Network Racks)
B. Reference Page D-11, Paragraph 2.
Addition: Insert attached Trailer Specifications (four pages plus floor plan) referenced in
second sentence.
TECHNICAL SPECIFICATIONS:
SECTION 01300 - SUBMITTALS
Reference Page 01300-15.
Modification: Modify the section by replacing the entire Submittal Schedule with the attached
new Submittal Schedule.
SECTION 03300—CAST-IN-PLACE CONCRETE
A. Reference Page 03300-22, Paragraph 3.03.D.
Modification: Delete the word"horizontal" from the first sentence.
Addendum No. 1 1
FTW00112
B. Reference Page 03300-30, Paragraph 3.16.C.
Modification: Change the third finish type in the list from "Light Sand Blast Finish" to
"Medium Sand Blast Finish."
C. Reference Page 03300-30, Paragraph 3.16.F.
Modification: Change the title of the paragraph from "Light Sand Blast Finish" to
"Medium Sand Blast Finish", and replace the third sentence with the following:
"The depth of penetration shall be sufficient to remove the surface mortar and expose
the surface of some coarse aggregate."
SECTION 11201—SLUICE GATES
Reference Page 11201-4, Paragraph 2.03.C.
Addition: Add the following line to the end of the paragraph:
"The floor stand shall use cast-in-place anchor bolts."
SECTION 11211 — VERTICAL CLOSE-COUPLED CENTRIFUGAL PUMPS
A. Reference Page 11211-1, Paragraph 1.02.A.
Modification: Modify the section by adding the following line to the list of Acceptable
Manufacturers.
3. "ITT—AC"
B. Reference Page 11211-3, Paragraph 2.01.14.
Addition: Add the words "or equivalent pump as manufactured by M-AC.", to the end
of the sentence.
SECTION 13440 INSTRUMENTATION GENERAL PROVISIONS
A. Reference Page 13440-9, Paragraph 2.04.A.
Delete the following line from the paragraph:
"Coat printed circuit boards in field—mounted equipment with two mils of solderable
conformal coating complying with MIL-I-46058B."
B. Reference Page 13440-10, Paragraph 2.05.E.
Change the second sentence in the paragraph to read:
"This includes all source code, compiled code, link libraries..."
Addendum No. 1 2
FTW00112
SECTION 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM
SCADA
A. Reference Page 13500-4, Paragraph 1.03.E.1.
Modification: Change the paragraph to read as follows:
a. "HSQ Technology"
B. Reference Page 13500-4, Paragraph 1.05.A.1.
Modification: Change the paragraph to read as follows:
1. "Two(2) spare Touch Screens"
C. Reference Page 13500-6, Paragraph 1.05.A.10.
Modification: Replace line 10 to read as follows:
10. "Two (2) lap-top computers. Lap-tops shall be Windows 98 based, Pentium III
capable of performing field changes."
D. Reference Page 13500-12, Paragraph 2.02.C.2.
Modification: Change the following paragraph to read as follows:
1. "Electrical service to PLC system is 110V to 125V, 60HZ,±1%, 1PH power."
PLC— 1 on Page 2 of 12 after SECTION 13500-28
Reference Page 2 of 12
Modification: Change Point numbers as shown below:
DO-01014 to AO-01003
DO-01016 to AO-01004
DO-01018 to AO-01005
DO-01020 to AO-01006
DO-01022 to AO-01007
DO--01024 to AO-01008
SECTION 13502 FIBER-OPTIC CABLE
Reference Page 135023, Paragraph 3.04.A.
Deletion: Delete the following paragraph:
A. "Provide 1,000 feet of 4-tube cable of the type furnished on a cable reel. Also furnish
three splice kits to be turned over to the owner."
Addendum No. 1 3
FTW00112
SECTION 15096—ECCENTRIC PLUG VALVES
Addition: Insert the attached specification.
15101 —GATE VALVES
Addition: Insert the attached specification.
16484—MEDIUM VOLTAGE SWITCHES
Addition: Insert the attached specification.
DRAWINGS:
SHEET 8P7, SEO. 102
Reference: Section 1.
Replace"3-PVC-P" with "4-PVC-P".
SHEET 10E2 SITE PLAN—SECTION A
Replace existing sheet 10E2 with attached new sheet 10E2.
SHEET 10E3 SITE PLAN—SECTION B
Replace existing sheet 10E3 with attached new sheet 10E3.
SHEET 10E4 ONELINE DIAGRAM - MCC2
Replace existing sheet 10E4 with attached new sheet 10E4.
SHEET I IE2 POWER& CONTROLS PLAN
Replace existing sheet I IE2 with attached new sheet I IE2.
SHEET I IE4 PUMP MOTOR DETAILS
Replace the drawings of Motor Pad 1, Motor Pad 7, and Motor Pad 8 with the new
drawings on the attached sheet.
Addendum No. 1 4
FTW00112
SHEET I IE5 PANELBOARD SCHEDULES
Replace existing sheet I IE5 with attached new sheet 11E5.
SHEET 12E1 RAPID MIX POWER PLAN
Replace existing sheet 12E 1 with attached new sheet 12E 1.
SHEET 12E7 BACKWASH CLARIFIER
Add junction box for instrumentation conductors before they are routed to North Holly
High Service Pump Station. Route digital and analog signals in different conduits to the
High Service Pump Station.
Sheet 15E 1 PUMP STATION AREA PLAN
Modification: Modify sheet 15E 1 General Notes#2 to read:
2. "For Middle Holly Substation feeders & duct bank, saw existing duct bank, de-
energize conductors before cutting, near Middle Holly Substation. Provide
manhole at cut. Replace conductors from South Holly Substation to Middle Holly
Substation."
END OF ADDENDUM NO. 1
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Addendum No. 1 5
FTWOO112
CONTACT COMPANY CITY,STATE,ZIP
GREG GARNER JACTON MOBILE INDUSTRIFN�KMSFIELD,TX
AMTEX Corp. Customer Fax#
832 East Walnut,Garland,TX 75040 Revision:
Phone 972 276 7626 QUOTE No.: 092000C
Fax 972 276 5105 Email amtex@airmail.net
Date Updated: 22-Sep-00 Act Sq.Ft.: 980 Serial No.(s)
Height of Bldg.:Ft 11.96 Sq.R.: 980
Box Size: 14'X 70' Lf.: 168
No.of Floors: 1 Date Quoted:
Module Width: 14 Project: A1474
Module Length 70 S n: Max
Qty- FRAMES Part Number
1 Ea T X Outrigger Perimeter Skid-steel Skid-4X6 wood
2 Ea 6000#Brake Axles: X w/8ply tires w/1 ODIv tires Used Tires
F 1 Ea 6000#Ta Axle X w/8ply tires w/1 Oply tires Used Tires
R Jr.I Beam Depth: 12 Inch True Modular-Removable Frame
A 1 Ea Hitch: X Detachable Non-Detachable Extra Axle Has Been Added to Frame
M Crossmembers 48 In.O.C. Ft Sister Beam Basement Frame(s)
E
FLOOR CONSTRUCTION Flooring Colors:
79 Ea Floor Joist: 2"x 6 Spacing 16 "on center Single Rim Jst. rXtDII Rim Jst
F 980 Sf Deck: T&G PI ood 1 La ers X 5/8"PI d. 3/4"PI d. /8"PI d.
L 980 Sf Floor Coverin : Vin I 1/10"Tile X 1/8"Tile Roll Goods her
O 980 Sf Floor Covering:Carpet 20 Oz carpet 26 Oz.Carpet 28oz.Carpet
O 980 Sf Bottom Board: X Rolled 13OGa.Galv Other
R
EXTERIOR WALL CONSTRUCTION Wall Covering Colors:
W 168 Lf lWall Height: 8 Ft 16 "on center X Beltrail
A 145 Ea Studs: 2"x.3" X 2"x 4" 2"x 6"
L 42 Ea Plates S I.Top&Bottom X DbI.Top&Single Bottom
L 1344 Sf Wall Covering 5/32"Panelin X 1/4"Panelin 3/8"VCG 5/8"VCG
S 1344 Sf Wall Covering: 12"Raw Gyp 1/2"V.C.G. Marlite FRP
1344 Sf Wall Covering: 5/8"Raw Gyp Hardi-Panel 1/4"V.C.Panelin 15#Felt
1596 Sf Wag Sheathing. X 11/8 Thermoply 7/16"OSB 12"OSB 5/8"CDX Plywood
& 1596 Sf Wall Sheathing: 12"W.R.Gyp 5/8"W.R.Gyp 12"Densglass @ Comers @ Ea 25'
1596 Sf Exterlo►Sidin rtm: X .019 Alumn. Smart Panel Hardi-Panel Vinyl Siding
N/A Sf Exterior Sidin rim: Ironwood.010 I Hi-Rib Steel 26g Hi-Rib Steel 29g Low Rib Steel 29 Ga
P Ar Exterior Trim: X Top X I Bottom I lWindows/Doors I lCorners
A INTERIOR WALL CONSTRUCTION Wall Colors:
R 75 Lf iWall Height: 8 1 Ft @ 1 16 1 In.on Center
T 65 Ea Studs: 2"x 3" 1 X 2"x 4" 2"x 6 Other
1 19 Ea Plates S I.Top&Bottom X Dbl.Top&Single Bottom
T 1200 Sf Wall Covering: 5/32"Paneling X 1/4"Paneling 3/8"VCG 5/8"VCG
1 1200 Sf Wall Covering: 12"Raw Gyp 1/7'V.C.G. Marlite FRP
O 1200 Sf Wall Covering: 5/8"Raw Gyp Hardi-Panel 1/4"V.C.Panelin
N Sf Interior Sheathing: 1/8 Thermoply 7/16"OSB 12"OSB 5/8"CDX Plywood
S INTERIOR DOORS
Ea Interior Doors: 1 2!0x6/8 2/8x6/8 4 3/04/8 Interior Closers
Ea Interior Doors-Type Hollow Solid 60 Min.Label 20 Min.Label
Ea Interior Door-Finish: X Pre-Finished Stained Painted Mohawk Hollow Core
Ea Hardware: 4 Passage 1 Privacy Lockset Mohawk Solid Core
Ea Hardware: Standard Knobs X Upgraded Levers -.
Ea Door Jambs 4 Std MDF Trim Redi-Frame Stl Pre-Hun Wood Wall Mtd Door Stop
Ea Bi-Fold Doors I I Opening R. Metal JWood
318 Lf Trim Packa e: Std.VCG I I Stained 1 14"Vinyl Base
X I Std.Wood Panel Trim Package
PAGE#1 of 4 Quote# 092000C
ROOF CONSTRUCTION
Truss Type: Wind En 'd X Non-Wind En 'd Box Truss Peak(gable)Truss
36 Ea Design: Shed Style X Bow Truss I I Mono Style I ITransverse
0 Ea Roof Framing: 2"x _"Joist @ 24 "on center rafter or truss spacing)
Ea Ceiling Frame: 2"x "joist a "on center
R 980 Sf Sheathing: 11/8"Thermo I 3/8"OSB X 7/16"OSB 1 J5/8"CDX
O Ea Roof&Attic Venting Gable Vent I Roof Vent
O Lf Mate Beam: Layers "Beam Height #of Beams Length in Feet
F Ea Stl Girder: 24"to " Girder Height Support Post Ea
70 Lf Caging, X Foam Seal
980 Sf Ceiling: X Seaspray 10 Raw Gyp. 5/8"Raw Gyp.
Sf Suspended Ceiling: 2'X 4'La in 2'x 2'La in V I.Coated 2'X 4La in
1039 Sf Roof Covedn : X 30 Ga. 20YrShin les2l0 EPDM.45 mill 129Ga HiRib painted
N/A Sf Special Roof Covering: 1/4"DensDeck 25YrShingles240 EPDM .60 mill29GaHiRib Galvalum
INSULATION 26GaHiRib paint 29Ga BestPanel
I 980 Sf Floor. R- Kraft Faced R- 11 Unfaced
N 1344 Sf Walls: R- Kraft Faced R- 11 Unfaced
S 980 Sf Roof: R- Kraft Faced R- 19 Unfaced
U 0 Lf Insul. Interior Walls R- Unfaced Toilet Room Partition Walls
L
PLUMBING
Ea Water Heater: 6 Gallon 1 10 Gallon 117 Gallon 30 Gallon
Ea Water Heater 50 Gallon Eemax POU 1 180 Gallon 1119 Gallon
Ea Urinal: Standard Handicap
P Ea Urinal Modesty Screen: Wood Paneling Prefinished Metal
L jEa Toilets-Tank Types: Standard/Tank 1 Handicapfrank Elongated/Tank
U Ea I Toilets-Flush Valve: Elon /FV H.C./FV Other:
M I'' Ea Toile,Mod. Partitions. Wood W\Door Prefinish'd Mtl. Prefinish'd Metal HC
B Ea I Lavatories: 1 lWall Hung Mtd in Countertop Washer Supply w/m
Ea Bath Accessories: 1 Mirror 1 TP Holder Soap Disp Framed Mirror
N Ea Bath Accessories: Other. 1 Grab Bars Paper Towel WaterSupply Box
G Ea Sinks: 15x15 Bar Sink Fiberglass Mop 1 DblBowl Kitchen
4 Ea Supply Piping: X CPVC Copper
4 Ea Waste Piping: X PVC X Multiple Drops Single DShower\Tub Combo
Ea Showers:W/Curtains 32"Shower 36"Shower Handica I jWhh Glass Door
Ea Water Fountains: Bubbler Std.Elec.Fount. Handicap Elec. Fount.
ELECTRICAL
Ea Load Center: 100a.S I.Ph 125a.S I Ph 150a.S 1 Ph 200a.S I Ph
E Ea Load Center: 1 100a.3Ph 125a 3 Ph 150a 3 Ph 200a 3 Ph
L 532 Lf Raceway: X Romex 14/2) EMT Wire ENT Wire MC Cable W/#12
E Strip 1 Tube 2TubeT8 Surface 4 TubeT8 Recessed
C Ea 4'Fluorescent Lights X 1 Diffused Surface Mounted 16 2 Tube 4 Tube
T Recessed/Layin(Diffused) (2)Tube (4)Tube
R
Ea lncand.Lights Dome 2 Por,h Light Recess'd Can Dbl Head Fid.
C Ea JAccessones W.P.Exterior GFI 8 Switches
A Ea Receptacles: 14 120v Rece t Ded 40 or 50A Dedicated Floor Rec
L Ea Accessories 1 JGFI Rece t. 5 J-Box`Stub-dn J-Box'Stub-u Smoke Detector
Ea Emergency/Exit Lights: Emer w/Batte Emer/Exit W/Bat Exit Light EYA W/Battery
Ea Exhaust Fans: 50 cfm fan only 1 70 cfm fan/light 100 FanU ht 1 16 To 8-Thru.Wall
J-boxes stubbed out thru floor or ceiling (no-wiring,devices,etc.
PAGE#2 of 4 Quote# 092000C
HVAC
Ea IMarvAir End Mount Ton A/C KW Heat
Ea lEuBanks 1 End Mount 4.0 Ton A/C 10 KW Heat
Ea Bard End Mount Ton A/C KW Heat
Ea Split System Pad/Roof Mtd A/C Ton KW Heat Disconnect
1 Ea T-STAT X AMTEX std Pro ramable
H Ea Window Units 3/4 Ton Window 11 Ton Window
V 66 Lf Supply Duct: X Fiberglass I Galvanized I I Flex Duct Free Blow Sys.
A RA Grille at A/C X Standard Return Air Grille at each A/C included.
C 14 Lf Plenum Wall: X Interior of plenum cav is wrapped in gypsum.
4 Ea Supply Grilles: X Std.Ceiling 24X24 Ceiling
4 Ea Return Grilles: X Std Wall Grilles 24X24 Ceiling Jump Ducts\Pair
Lf Additional Duct Fiberglass Galvanized Flex Duct
FURNITURE
Lf I Base Cabinets: Melamine Plastic Laminate Wood rain
F Lf Countertop: Melamine Plastic Laminate
U 6 Lf lWall Mount'd Cabinets: Melamine I IPlastic Laminate X Woodgrain
R 6 Lf I Coffee Bar Plastic Laminate To &Base X Wood Base Lam.To &Sink
N Ea PLan Tables 3x5' On Pole L s W/Cabinet I Fold Down I I PLan Rack
I Ea I Lockers 11!x1 8"x6'Dbl Locker 1 x18"x6'Sng Door Locker
T Ea Bunk Beds Pr.Built-In. Pr Mtl.Frames 34"Mattress Ea.
U Ea Range&Vent Hood 30"4 Bumer Ra 20"4 Burner Vent Hood
R Ea Washers&Dryers Std Washer 30" Std Dryer 30" Compact W\D
E Ea FileCabinets&Shelves File Cabinets Ln.Ft.WireShelf Dinnin Table&Chairs
Ea Refi erator 14 Cubic Ft. 16 Cubic Ft. Other
Ea Burglar Bars 0 Windows I@ Exteriorpoors Interior MTD Exterior MTD
Ea Marker Boards 4x4'Marker Bd. 5x4'Marker Bd. 6x4'Marker Bd. 8x4'Marker Bd.
Ea Cork Boards 2x3'Cork Bd. 4x4'Cork Bd. 5x3'Cork Bd.
Mansard
N/A Lf Mansard Type False-No Proj. TX Mansard High Heel Mansard
N/A Lf Mansard Size "Height "Projection @ Ends of Bldg. Along Sides
E N/A Sf Mansard Materials: Hi-Rib Steel 26g Smart Panel 1.019 Aluminum
X Hi-Rib Steel 29g Hardi-Panel Ilronwood.010
T WINDOWS 24"X 53" 9 46'X 2T' 30"X 27" 114"x 8"
E T Horiz Sliders X Vert Sliders Fixed Insulated DIG
R Frame/Glass: 1MiIVCIear Mill/Tinted X Bronze/Clear Bronze/Tinted
Brand: X I Phillips JHR Other:
O Ea Mini Blinds Sets Alumn. Steel Vinyl
R 9 Ea Ext.Window Trim 1x4 SmartPanel 1x4 Hardi-Panel 1x4 Cedar None
I EXTERIOR DOORS
T Ea Exterior Doors: 36x80 MH 36x80 GS100 2 36x80 GS300 36x8015 LT GS300
E Ea Exterior Doors: 36x80 Republic 72X80 Dbl Alum 72X80 Dbl Steel Dbl 15 LT GS300
M Ea Store Front Doors: S 136x84 Db172x84 Bronzef inted Standard Mill/Clear
S Ea Hardware: 2 Passage Lockset 2 Dead Bolt Panic-Hardware
Hardware: Standard: Blank X Upgraded(lever):
Ea Ext Door Treatments: X Wl10x10 Pane RecessedEnt 2 H d Closer Storm Chain
2 EA Ext.Door Trim 1 x4SmartPanel 1x4 Hardi-Panel 1 x4 Cedar
Ea Boxes wider than Listed Ft Wider 0 Additional
Ea Boxes wider than Listed Ft Wider 0 Additional
Ea Boxes NARROWER than listed Ft Narrower 0 Deduct
Ea Boxes NARROWER than listed Ft Narrower 0 Deduct
Ea Boxes longer than Listed Ft Longer 0 Additional
Ea Boxes longer than Listed Ft Longer 0 Additional
Ea Boxes SHORTER than listed Ft shorter 0 Deduct
Ea Boxes SHORTER than listed Ft shorter 0 Deduct
PAGE#3 of 4 Quote# 092000C
My. U/M
0 Ea 'SHIPPING WALLS
0 LF 'Shipping plastic Guaranteed for 30 days before deterioratin commences da off production line
M 0 Ea Seismic angles
1 0 Ea Electrical Crossovers
S 0 Ea Other Misc.Seaming Materials Shipped Loose r mateline
C
Codes X UBC X SBCC Construction Ofc.
Occupancy X Business Educational Medical
C Occupancy Assembly Non Coded Bldg.
O Wind Load 80 mph
D Note. Local Codes or A rovals are not Included In this quote
E State Seals New Mexico LA Fire Marshal I X ITexas
S OK PFS Seal
Foundation Design NONE X Included-non site specific
Engineering X THREE SETS OF SEALED PRINTS
T
O
T
A
L
S
(Add-Un-slVeducts to Above
x TurAEF—
Skirting: 47 Pieces @ 481n.X 32 In.Lon .Or 20 Pieces 48 X 96 +
Quoted By: DAVID MEYER
Approved By:
THIS QUOTE IS SUBJECT TO REVIEW PENDING RECEIPT OF ANY WRITTEN SPECIFICATIONS AND DRAWINGS
IF NONE WERE IN OUR POSSESSION ON THE ABOVE DATE.ANY CHANGES,ADDITIONS,OR RE-ARRANGEMENTS
NECESSARY TO COMPLETE THE WORK OTHER THAN THOSE SPECIFIED ABOVE WILL BE AT DEALER EXPENSE.
PRICE SHOWN IS SUBJECT TO CHANGE WITHOUT NOTICE,AFTER 30 DAYS,AT THE
DISCRETION OF AMTEX MANUFACTURING.
(1)NOTE:READ THIS QUOTE CAREFULLY.The items listed within this quotation are the only Items
included. (2)SUBSTITUTIONS:AMTEX reserves the right to substitute materials that are equal to or
better than that specified. (3)WARRANTY:AMTEX One year warranty commences at the time of
Invoicing.Invoice will be issued when building is completed at factory.
PAGE #4 of 4 Quote # 092000C
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REVISIONS
DATE DESCRIPTION
SCHEDULE\ LC END
KU rM DESCRUMON SM Nff: A 14"�4
WINDOW, V5 46X27 �
® DOOR, INTERIOR 24X80 2° Drawing # 092500A
® DOOR, INTERIOR 36X80 3' Dwg By MLS
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JQ 14 TON CENTRAL IOKK HVAC (BARD) scale:3/16
J-BOX FOR PHONE CONN. 5 Title:
a LOAD CENTER, 200 AMP, I-PHASE FLOOR
® THERMOSTAT
Sheet:
RAG RETURN AIR GRILLE
SHFA%-ALL A2- 0
1
Spec. Description S S C C E E C C R O E P
No. D A T L W S A S D M 1 P
M R S A D Q R B
08110 Metal Doors and Frames X
08341 Industrial Roll-up Doors X
08710 Finish Hardware X
08731 Weatherstripping and Thresholds X
08800 Glazing X
09901 Architectural Painting X X
09905 Protective Coatings X X
10240 Weatherproof Louvers and Dampers X
11201 Sluice Gates X X X
11211 Vertical End-Suction Centrifugal Pumps X X X X X
11213 Vertical Centrifugal Pumps-Line Shaft Type X X X X X
11222 Turbine Rapid Mix Unit X X X X
11225 Flocculation Equipment X X X X
11243 Chlorination System X X X
11252 Tube Settler Modules X X X X
11260 Chlorine Residual Analyzers X X X X
11310 Submersible Wastewater Pumps X X X X
11356 Polymer Feeder X X X X
11360 Rectangular Suction Tube Sludge Collector X X X X
11373 Multi-stage Centrifugal Air Blowers X X X X X
13127 Fiberglass Enclosures X
13415 Chemical Storage Tanks X X X
13440 Instrumentation General Provisions
13442 Instrumentation Commisionin
13500 Supervisory Control and Data Acquisition System X X X X X
SCADA
13502 Fiber Optic Cable X X
13521 Filter Underdrain System X X X
13522 Filter Media X X X
SD Shop Drawing CAD Certificate of Adequacy of Design
SAM Sample CSQ Certification of Applicator/
CTR Certified Test Report -Subcontractor Qualifications
CLS Certification of Local Feld Service RD Record Data
EW Extended Warranty OM Operation and Maintenance Manuals
ESA Extended Service Agreement EIR Equipment Installation Report
PPB Process Performance Bond
Submittals 01300-16
VrW00112
Spec. Description S S C C E E C C R O E P
No. D A T L W S A S D M 1 P
M R S A D Q R B
13528 Filter Washwater Troughs X
13530 Clearwell Baffles X X
13610 Water Plant Operational Systems X X X
13900 Instrumentation X X X X
14320 Trolley Hoists X X X
15000 General Requirements for Mechanical Work
15062 Ductile Iron Pipe and Fittings X
15064 Polyvinyl Chloride Pie X
15073 Seamless Steel Chemical Feed Piping X
15078 Miscellaneous Piping and Appurtenances X
15095 FRP Weirs X
15096 Eccentric Plug Valves X
15100 Pneumatic Valve Actuators X X
15101 Gate Valves X
15103 Butterfly Valves X X
15111 Swing Check Valves X X
15136 Miscellaneous Valves X X
15140 Sample Water Pumps X X
15145 Submersible Sump Pump X X
15255 Stainless Steel Piping and Tubing X X X
15257 Outside Piping Insulation X
15290 Ductwork Insulation X
15767 Propeller Unit Heaters X
15781 Packaged Air-Conditioning Units X
15784 Packaged Terminal Air Conditioning Units X X X X
15838 Power Ventilators X
15890 Ductwork X
15900 HVAC Instrumentation and Controls X
15910 Ductwork Accessories X
SD Shop Drawing CAD Certificate of Adequacy of Design
SAM Sample CSO Certification of Applicator/
CTR Certified Test Report Subcontractor.Qualifications
CLS Certification of Local Field Service RD Record Data
EW Extended Warranty OM Operation and Maintenance Manuals
ESA Extended Service Agreement EIR Equipment Installation Report
PPB Process Performance Bond
Submittals 01300-17
FTWO0112
Spec. Description S S C C E E C C R O E P
No. D A T L W S A S D M 1 P
M R S A D Q R B
15936 Air Outlets and Inlets X
15990 Testing,Adjusting,and Balancing X
16010 General Electrical Requirements X
16111 Conduits X
16117 Electrical Manholes X
16120 600 Volt Wires and Cables X
16122 Wire Connections and Devices X
16124 Medium Voltage Cables X X X
16130 Outlet Boxes X
16131 Pull and Junction Boxes X
16140 Wiring Devices X
16150 Electrical Equipment X X
16155 Motor Starters X
16164 Lighting and Branch Panelbcards X
16170 Disconnects X
16180 Overcurrent Protective Devices X
16190 Supporting Devices X
16450 Grounding X
16460 Dry Type Transformers X X X
16467 Pad Mount Transformers X X X
16480 Low Voltage Combination Motor Starters X
16481 Low Voltage Motor Control Centers X X X
16482 Medium Voltage Motor Control Centers X X X
16484 Medium Voltage Switches X
16500 Lighting X
16935 Contactors X
16950 Horizontal Medium Voltage Motors X X X
SD Shop Drawing CAD Certificate of Adequacy of Design
SAM Sample CSO Certification of Applicator/
CTR Certified Test Report Subcontractor.0ualifications
CLS Certification of Local Field Service RD Record Data
EW Extended Warranty OM Operation and Maintenance Manuals
ESA Extended Service Agreement EIR Equipment Installation Report
PPB Process Performance Bond
Submittals 01300-18
FTWO0112
15096 ECCENTRIC PLUG VALVES
1.00 GENERAL
1.01 WORK INCLUDED
A. Furnish labor, materials, equipment and incidentals necessary to install eccentric
plug valves.
B. Pneumatic motor operators as scheduled herein shall be as specified in Section
15100, PNEUMATIC VALVE ACTUATORS.
1.02 QUALITY ASSURANCE
ACCEPTABLE MANUFACTURERS
1. DeZurik
2. Keystone Drum/Owen
3. Val-Matic
4. Milliken
1.03 SUBMITTALS
001h, Submittals shall be in accordance with Section 01300, SUBMITTALS and shall include:
Operation and Maintenance Manuals
1.04 STANDARDS
The applicable provisions of the following standards shall apply as if written here in their
entirety:
AWWA C504
AWWA C111/A21.11-85
2.00 PRODUCTS
2.01 MATERIALS
A. VALVE BODIES: Constructed of cast iron, ASTM A-126, Class B, in accordance
with AWWA C504.
B. FLANGES: Class 125 conforming to ANSI standard for cast-iron flanges.
Eccentric Plug Valves 15096-1
FTWO0112
C. MECHANICAL JOINT ENDS: For buried service shall be to AWWA Standard
C I I I/A21.11-85.
D. NUTS, BOLTS, SPRINGS, WASHERS, ETC.: Type 316 Stainless Steel.
E. RESILIENT PLUG FACINGS: Neoprene, nitrile rubber, BUNA-N, or approved
equal.
F. MATING SURFACE: Overlaid with thick, welded and machined nickel alloy.
G. VALVE BOXES: Three piece cast iron extension type, Mueller No. 10380 or Clow
F2450, with No. 6 round base. The three (3) pieces shall consist of the top section,
center section, and base plus the cover.
2.02 ECCENTRIC PLUG VALVES
A. Eccentric valves shall be non-lubricated quarter-turn type with resilient faced plugs.
Unless otherwise indicated,buried valves shall be furnished with mechanical joint
ends and exposed valves shall be furnished with flanged or grooved ends. Valves
shall have a minimum nominal port area of 80% of the pipe for valve sizes up to 20".
Port area for valves 24" and larger shall be at least 70% of full pipe area.
B. Valves 6" and smaller shall be wrench operated unless otherwise shown on the Plans
or scheduled herein. Supply a wrench operator for each wrench operated valve.
Larger valves shall be supplied with a handwheel. Valves shall have seals on shafts
and gaskets on the valve operator covers to prevent the entry of water.
C. Valves larger than 6" shall be side-mounted and come complete with a totally
enclosed worm gear operator. Valves shall have seals on all shafts and Basketed
valve operator covers to prevent the entry of water.
D. Valves for buried service shall be supplied with cast iron valve boxes. The valve box
shall be firmly supported, maintained, centered, and plumb over the wrench nut of
the plug valve, with box cover flush with the surface of the ground.
E. Where noted on the Plans or scheduled herein,buried valves shall be supplied with
above-ground handwheel or electric motor operators. The Manufacturer shall supply
valve box, floor stand and extension stem and necessary appurtenances for complete
installation. The floor stand shall come complete with a dial valve position indicator.
F. Valves larger than 2" shall open in the clockwise direction.
l
Eccentric Plug Valves 15096-2
FTW00112
3.00 EXECUTION
3.01 INSTALLATION
Carefully handle and lower valves into position in such a manner as to prevent damage to
any part of the valves. Place the valve in the proper position with stem truly vertical or
horizontal as the case may be. Furnish bolts and gaskets for flange connections. Adjust
the valve boxes to the proper length to conform with the ground surface.
3.02 PAINTING
Valves to be exposed shall be cleaned to a bright metal and given a shop coat of rust
inhibitive primer. Primer shall be coordinated with field painting to ensure compatibility.
Final painting shall be in accordance with Section 09905, PROTECTIVE COATINGS.
END OF SECTION
1
Ohl
Eccentric Plug Valves 15096-3
FTWO0112
15101 GATE VALVES
1.00 GENERAL
1.01 WORK INCLUDED
Furnish labor, materials, equipment and incidentals necessary to install gate valves and
appurtenances, including valve boxes, operators, bolts, nuts and gaskets.
1.02 QUALITY ASSURANCE
ACCEPTABLE MANUFACTURERS
1. American-Darling
2. M&H
3. Mueller
4. Clow
5. Crane
1.03 SUBMITTALS
Submittals shall be in accordance with Section 01300, SUBMITTALS and shall include:
1. Shop drawings
2. If requested, the Valve Manufacturer shall submit with the shop drawings a list of
similar installations which have been in satisfactory operation for at least three (3)
years.
1.04 STANDARDS
The applicable provisions of the following standards shall apply as if written here in their
entirety:
ANSI B16.1 "Cast Iron Pipe Flanges and Flanged Fittings"
AWWA C-111 "Rubber-Gasket Joints"
AWWA C-500 "Gate Valves for Water and Sewage Systems"
AWWA C-509 "Resilient Seated Gate Valves for Water and Sewage Systems"
ASTM A-126 "Standard Specification for Gray Iron Castings for Valves, Flanges, and
Pipe Fittings"
ASTM A-536 "Standard Specification for Ductile Iron Castings"
Gate Valves 15101-1
FTW00112
2.00 PRODUCTS
2.01 MANUFACTURED PRODUCTS
A. GATE VALVES
1. Unless otherwise specified, gate valves greater than 12" in size shall be in strict
accordance with AWWA C-500. Gate valves shall be double disc, parallel seat
internal wedging type with non-rising stem. Unless otherwise specified, gate
valves 3" through 12" in size shall be in accordance with AWWA C-509.
2. Gate valves 2-1/2" and smaller shall be bronze,non-rising stem with wedge
disc and screwed ends for 300 psi W.O.G. working pressure. Bronze gate
valves shall be Crane No. 437,Mueller No. H-10914,or approved equal.
3. Gate valves 18" and larger shall be equipped with non-rising stem bypass valve
and with spur-gears in enclosed oil or grease lubricated gear cases. Gear boxes
shall be factory lubricated. Flanges shall conform to ANSI, Class 125 or 250.
B. GATE: Gate for double disc valves shall be cast iron with bronze mounted wedges
and seats. Gate for resilient seated valves shall be cast iron with rubber-seat
compound bonded to the valve gate.
C. OPERATORS: Operators on valves larger than 2" shall turn clockwise to open the
valve. Exposed valves shall have handwheel operators unless otherwise designated.
A directional arrow and the word "open" shall be cast on the handwheel. Valves for
buried service shall have a 2" square nut operator and shall be installed with
extension stems where required to extend operating nut to within 12" of the finished
grade.
D. STEM AND SEAL: The non-rising stem shall be bronze with inside screw. Shaft
seal shall employ O-rings or V-type packing.
E. BELL ENDS: Where designated, valves shall be mechanical joint or rubber
gasketed push-on joints in accordance with the applicable requirements of AWWA
C-111.
F. VALVE BOXES: Valves for buried service shall be supplied with cast iron valve
boxes. Valve boxes shall be of the three (3) piece cast iron extension type, Mueller
No. 10380 or Clow F2450. The three (3) pieces shall consist of the top section,
center section, and base plus the cover. Raised letters in the cover shall read
"WATER" or "SEWER" as applicable.
3.00 EXECUTION
"'p— 3.01 INSTALLATION
Gate Valves 15101-2
FTWO0112
Carefully handle and lower buried valves into position to prevent damage to any part of the
valves. Place the valve in the proper position with stem truly vertical and securely hold
,O- until connections have been made. Furnish bolts, nuts, and gaskets. The Contractor shall
be responsible for adjusting the valve boxes to the proper length to conform with the
ground surface.
3.02 BLOCKING UNDER GATE VALVE
Gate valves 18" and larger which are buried shall rest on a concrete pad. Pad shall extend
for the full width of the trench and from back of hub to back of hub (or flange). Care shall
be taken to not interfere with the jointing. Concrete shall be one thousand five hundred
(1,500) pounds per square inch quality.
3.03 FIELD QUALITY CONTROL
Upon completion of installation of the equipment, an acceptance test to verify the
satisfactory operation of each unit shall be conducted. The test shall be conducted in a
manner approved by and in the presence of the Engineer. The unit shall be checked for
general operation and leakage. The unit must perform in a manner acceptable to the
Engineer before final acceptance will be made by the Owner.
END OF SECTION
Gate Valves 15101-3
FTW00112
16484 MEDIUM VOLTAGE SWITCHES
000, 1.00 GENERAL
1.01 WORK INCLUDED
Furnish labor, materials, equipments and incidentals necessary to install pad mount medium
voltage switchgear. Electrical work shall be in accordance with Section 16010, GENERAL
ELECTRICAL REQUIREMENTS.
1.02 QUALITY ASSURANCE
ACCEPTABLE MANUFACTURERS
Medium Voltage Switches & Metal Enclosed Switchgear
1. S&C Electric Company
2. G&W Electric Company
3. Cooper Power Systems
1.03 SUBMITTALS
Submittals shall be in accordance with Section 01300, SUBMITTALS and shall include:
1. Product data and shop drawings for each medium voltage switchgear.
1.04 STANDARDS
The applicable provisions of the following codes and standards shall apply as if written here in
their entirety:
ANSI C57.12.28
ANSI C37.71
ANSI C37.73
Institute of Electrical and Electronic Engineers (IEEE)
National Electrical Code(NEC)
National Electrical Manufacturers Association(NEMA)
2.00 PRODUCTS
2.01 MEDIUM VOLTAGE SWITCHES
A. PMH-9
MEDIUM VOLTAGE SWITCHES 16484-1
FTW00112
1. Ratings
The ratings for the pad-mounted (PMH-9)gear shall be as designed below:
KV,Nominal 12.47
KV, Maximum 17
KV, BIL 95
Main Bus Continuous, Amperes 600
Short-Circuit Ratings
Amperes, RMS Symmetrical 12,500
B. Metal Enclosed Switchgear
1. Ratings
The ratings for the Metal Enclosed Switchgear shall be as designed below.
KV,Nominal 4.16
KV,Maximum 4.76
KV, BIL 95
Main Bus Continuous, Amperes 1200
Short-Circuit Ratings
Amperes, RMS Symmetrical 40,000
C. Compliance with Standards and Codes
The switchgear shall conform to or exceed the applicable requirements of the following
standards and codes:
1. Applicable portions of ANSI C57.12.28, covering enclosure integrity for pad-
mounted equipment.
2. Applicable portions of ANSI C37.71, ANSI C37.72 and ANI C37.73, which
specify test procedures for load-interrupter switches, fault interrupters, and the
complete switchgear assembly.
3. High-Voltage Bus
a. Bus and interconnections shall withstand the stresses associated with short-
circuit
hortcircuit currents up through the maximum rating of the switchgear.
b. Before installation of tin plated copper bus, all electrical contact surfaces
shall fust be prepared by machine abrading to remove any oxide film.
Immediately after this operation, the electrical contact surfaces shall be
ep- coating with a uniform coating of an oxide inhibitor and sealant.
MEDIUM VOLTAGE SWITCHES 16484-2
FTW00112
4. Provisions for Grounding
a. One ground-connection pad shall be provided on the enclosure of the
switchgear.
b. The ground-connection pad shall be constructed of stainless steel and welded
to the enclosure, and shall have a short-circuit rating equal to that of the
switchgear.
5. Terminations
a. Terminals for load-interrupter switches shall have 600-ampere bushings, and
terminals for fault interrupters shall have 600-ampere bushing wells to
permit connection of elbows.
b. Bushings and bushing wells shall be located on one side of the gear to reduce
the required operating clearance.
6. Bushings and Bushing Wells
a. Bushings and bushing wells shall conform to ANSUIEEE Standard 386
(ANSI Standard C119.2)
b. Bushings and bushing wells shall include a semiconductive coating.
C. Bushings and bushing wells shall be mounted in such a way that the semi-
conductive coating is solidly grounded to the oil-tight tank.
D. Operating Mechanisms
1. Load-interrupter switches and fault interrupters shall be operated by means of a
quick-make, quick-break mechanism.
2. The manual handle shall charge the operating mechanism for opening, closing and
grounding of the switches and fault interrupters.
3. Operating mechanisms shall be equipped with an operation selector to prevent
inadvertent operation from the closed position directly to the grounded position, or
from the grounded position directly to the closed position. The operation selector
shall require physical movement to the proper position to permit the next
operation.
4. Operating shafts shall be padlockable in any position to prevent operation.
5. The operation selector shall be padlockable to prevent operation to the grounded
MEDIUM VOLTAGE SWITCHES 16484-3
FTW00112
position.
6. The operating mechanism shall indicate switch position which shall be clearly
visible from the normal operating position.
7. Provide Kirk key interlocks on each switch.
E. Enclosure Finish
a. All exterior welded seams shall be filled and sanded smooth for neat
appearance.
b. To remove oils and dirt, to form a chemically and anodically neutral
conversion coating to improve the finish-to-metal bond, and to retard
underfilm propagation of corrosion, all surfaces shall undergo a thorough
pretreatment process comprised of a fully automated system of cleaning,
rinsing, phosphatizing, sealing, drying, and cooling, before any protective
coatings are applied. By utilizing an automated pretreatment process, the
enclosure shall receive a highly consistent thoroughly treatment, eliminating
fluctuations, in reaction time, reaction temperature, and chemical
concentrations.
C. The finish shall be inspected for scuffs and scratches. Blemishes shall be
, touched up by hand to restore the protective integrity of the finish.
d. The finish shall be olive green, Munsell 7GY3.29/1.5.
F. Pad-Mounted Style(PMH-9)
1. Switchgear Construction
a. Enclosure shall be tamper-resistant, free-standing with the provisions for
bottom cable entrance and exits. Roof shall be undercoated and bottom shall
be equipped with a gasket.
b. Provide barriers for fuses and as required for BIL rating
C. Source circuit switches shall be 600 Amp with external handle for the three-
pole live switching.
d. Provide provisions to store spare fuses in each door.
G. Metal Enclosure Switchgear
1. Switchgear shall be of the metal enclosed type complying with the design and
function requirements of the project.
MEDIUM VOLTAGE SWITCHES 16484-4
FTW00112
2. Provide metal enclosed interrupter switchgear consisting of indoor style self
supporting bays containing interrupter switches, power fuses and necessary
00501 accessory components, completely factory assembled and operationally checked.
3. Complete assembly shall be constructed in accordance with minimum construction
specifications of the switch and fuse manufacturer to provide adequate electrical
clearances and adequate space for fuse handling, cable pulling and cable
terminations.
4. Switchgear shall be no taller than 102".
5. Enclosures shall be minimum 1 f guage panel-grade sheet steel with structural
joints and buttjoints welded and external seams ground flush and smooth. Each
bay containing high voltage components shall be a complete unit with full side
sheets resulting in a double wall construction between bays. Bays shall consist of
continuous 4" structural steel channel extending completely around all four sides
of each bay and welded or bolted at each corner. Provide removable lifting arms.
6. Enclosure shall be front accessible only. Cables will enter and exit through the
bottom of the enclosure.
7. Main bus shall be tin plated copper.
8. Provide Kirk Key interlocks on each switch.
9. Copper Bus terminations shall be capable of handling 2sets of(3#500)
H. Medium Voltage Fuses
a. Furnish SM-5 standard speed fuse refills for metal enclosed switchgear as
manufactured by S&C Electric Company, or equal.
b. Switch 3 (SW3)and switch 4 (SW4) shall be fused with 125E fuses.
C. Switch 1 (SWI)and switch 2 (SW2)each shall be fused with 350E and 450E
fuses.
d. Fuses shall be capable of detecting and interrupting faults down to the
minimum melting current with line-to-line or line-to-ground voltage across
the fuse and capable of handling the full range of transient recovery voltage
associated with these faults.
e. Furnish one set of spare fuses of each size and type used on the project.
I. Accessories
MEDIUM VOLTAGE SWITCHES 16484-5
FTW00112
a. Furnish two 4' fiberglass single-head universal poles, equal to S&C Catalog
No. 4451 RZ-E.
b. Furnish twograppler-type fuse handling tool suitable for removing or
installing SM-5 fuse holders. Tools shall be equal to S&C Catalog No. 4423.
J. Labeling
1. Hazard-Altering Signs
a. The exterior of the pad-mounted enclosure shall be provided with "Warning-
Keep Out-Hazardous Voltage Inside- Can Shock, Burn, or Cause Death"
signs.
b. Each unit of switchgear shall be provided with "Danger-Hazardous Voltage-
Failure to Follow These Instructions Will Likely Cause Shock, Burns, or
Death" sign. The text shall further indicate that operating personnel must
know and obey the employers's work files, know the hazards involved, and
use proper protective equipment and tools to work on this equipment.
C. Each unit of switchgear shall be provided with a "Danger-Keep Away-
Hazardous Voltage-Will Shock,Bum, or Cause Death" sign.
„ K. Nameplates, Ratings Labels, and Connection Diagrams
a. Each unit of switchgear shall be provided with a nameplate indicating the
manufacturer's name, catalog number, model number, date of manufacture,
and serial number.
b. Each unit of switchgear shall be provided with a ratings label indicating the
following voltage rating: main bus continuous rating; short-circuit rating,
fault interrupter ratings including interrupting and duty-cycle fault-closing;
and load-interrupter-switch ratings including duty-cycle-fault-closing and
short-time.
3.00 EXECUTION
3.01 INSTALLATION
A. Assemble and install the equipment in accordance with instructions and directions
furnished by the Manufacturer, and as detailed on the Plans. If neither are available,
install the equipment using the best recognized practices of the electrical industry and
trade. Manufacturer's representative-shall be-available to advise the-Contractor in this
work. Make all electrical connections to all equipment specified.
B. Furnish the services of an experienced Erection Engineer who shall be experienced in the
MEDIUM VOLTAGE SWITCHES 16484-6
FTWO0112
assembly and wiring of the switchgear units of similar size and character. He shall direct
the installation of the equipment and shall assist and advise with the electricians or other
workmen who are performing the actual work of installing the switchgear. He also shall
assist in the adjustment and testing of the equipment.
C. Adjust the calibration of protective relays according to the schedule and test the settings.
Prepare a card index for the relays, the settings, the test results and marked thereon, and
submit to the Owner.
D. Instruct the operating and maintenance personnel in principle of operation of all major
devices and the care and maintenance of components included in the switchgear.
E. Time spent on the job by the Erection Engineer shall be adequate for performing the
above functions but shall in no case be less than that tabulated below:
Trips to the project, days: 4 -(8-hour days which does not include travel time)
Supervision&work, days: 4 -(8-hour days which does not include travel time)
Training, days: 1 -(8-hour day which does not include travel time)
3.02 FIELD QUALITY CONTROL
Upon completion of the installation, perform continuity tests and functional checkout to assure
the proper operation of all equipment. The manufacturer's representative shall be available to
assist the Contractor in checking the operation of the Pad-Mounted Switchgear. Tests shall be
conducted to assure proper operation of all circuits. The manufacturer's representative shall
assist in correcting any deficiencies at no expense to the Owner.
3.03 CLEAN AND ADJUST
The manufacturer shall furnish sufficient touch-up paint of the same type and color used at the
factory to repair damages incurred in installation. Perform touch up painting to achieve the
original paint thickness, quality and appearance.
END OF SECTION
MEDIUM VOLTAGE SWITCHES 16484-7
FTWO0112
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CITY OF FORT WORTH WATER DEPARTMENT
NORTH HOLLY WTP IMPROVEMENTS PHASE 1 o�
PROJECT No. PW77-060770500120 •� :
FTW00112 , ,� , , OAN
6394a. ...�
BID DATE: OCTOBER 26, 2000 �,
ADDENDUM NO. 2
October19, 2000 ® AL ®
The following additions,deletions, modifications, or clarifications shall be made to the
appropriate sections of the plans and specifications and shall become a part of the Contract
Documents. Bidders shall acknowledge receipt of this Addendum in the space provided on the
Bid orrn.
CONTRACT DOCUMENTS:
SECTION B: BID DOCUMENTS
Modification: Delete this section and replace it with the Bid Form included with this Addendum.
The revised form is to be attached to the contract documents and submitted with the Bid.
SECTION B 1 —MWBE REOURIREMENTS
SUBSECTION—SPECIAL INSTRUCTIONS TO BIDDERS
Modification: Replace the MWBE Special Instructions to Bidders with the new MWBE Special
Instructions to Bidders.
SECTION B 1 —MWBE REOURIREMENTS
SUBSECTION—GOOD FAITH EFFORT (Attachment 1C)
Modification: Insert the MWBE Good Faith Effort Form attached into SECTION B 1 after the
MWBE Prime Contractor Waiver Form.
SECTION CS - SUPPLEMENTARY CONDITIONS
Addition: Insert the following paragraph 11.7:
11.7 "ADDITIONAL INSURED
All insurance policies for this project except Worker's Compensation shall be written
with the City of Fort Worth and Freese and Nichols, Inc. listed as additional insured."
SECTION D—PLANT SPECIAL CONDITIONS
SUBSECTION D-25—CONSTRUCTION MANAGER OFFICE TRAILER
Reference Page D-12.
Modification: Change the title of the paragraph from"CONSTRUCTION MANAGER
' OFFICE TRAILER" to"RESIDENT ENGINEER OFFICE TRAILER." Additionally,
Addendum No. 2 1
FTWO0112
change all references to "Construction Manager"to say "Resident Engineer."
000, TECHNICAL SPECIFICATIONS:
SECTION 01020—ALTERNATES AND ALLOWANCES
Reference Page 01020-1, Paragraph 1.03.A:
Clarification: The replacement of electrical feeders from the Middle Holly Substation to
the South Holly High Service Pump Station is included in the Base Bid, and is not part of
this alternate.
Reference Page 01020-1, Paragraph 1.03:
Modification: Delete paragraphs B and C and insert the following:
"B. Alternate Bid Item No. 2: Witness testing of the High Service Pump Motors:
Conducting factory motor testing of the high service pump replacement motors witnessed
by the Owner's representative, as specified in Section 16950, HORIZONTAL MEDIUM
VOLTAGE MOTORS."
"C. Alternate Bid Item No. 3: Replacement of the motors and switchgear for the North Holly
Storm Drain Pump and Emergency Storm Drain Pump. Work items include new motors,
soft starters, switchgear, feeder from Storm Drain Pump Station to Emergency Storm
Drain Pump and motor operator for existing gate valve. Storm Drain Pump Station
feeder replacement is included in the Base Bid, and is not part of this alternate."
"D. Alternate Bid Item No.4: Use of Granular Activated Carbon as alternate filter media:
Provision of GAC filter media in lieu of anthracite media for use in the new filters.
Media shall be in accordance with Section 13522, FILTER MEDIA."
"E. Alternate Bid Item No. 5: Modification of existing sludge collection equipment in
Sedimentation Basins No. 5, 6, and 7 in lieu of replacement equipment. The existing
Eimco Trac-Vac equipment in the sedimentation basins shall be modified and extended to
provide equivalent coverage and sludge removal capabilities to the equipment proposed
in the base bid. Work items include all necessary equipment, products, labor, installation
costs and any other incidentals necessary for a complete and operational system. Furnish
with the proposal a complete description of the modifications included for this alternate."
SECTION 01030—SPECIAL PROCEDURES
Reference Page 01030-5, Paragraph 1.02.G.3.1.
Modification: Change the last sentence to read: "New SCADA system hardware,
programming and functions shall be operational and tested prior to April 19, 2002.
SECTION 01130—MEASUREMENT AND PAYMENT
Reference Page 01130-5, Paragraph 1.04.
Addition: Add the following paragraphs C & D:
Addendum No. 2 2
FTWO0112
"C. Measure over-excavation below specified mud slab elevation. Payment shall be for over-
excavation volume measured. Placement of replacement material as described on Sheet
1-G-9 of the drawings, exclusive of bridging layer, shall be included in this payment
item. Bridging layer shall be paid for by a separate pay item."
"D. Measure placement of bridging layer as described on Sheet 1-G-9 of the drawings.
Payment shall be for area of bridging layer measured."
SECTION 01400- QUALITY CONTROL
Reference: page 01400-13, paragraph 3.04.E.1.
Modification: Replace paragraph with the following:
1. "COMMUNICATION CABLE AND CONDUCTORS:
a. All copper based communication wiring used for data transmission between
computer systems and compatible devices shall be Enhanced Cat 5 UTP/FTP
(CAT 5e)or better.
b. All copper based communications wiring used fro data transmission between
computers and compatible devices will be tested to TIA Channel Performance
guidelines. Including pinout verification, NEXT, attenuation, PSNEXT and
return loss.
c. CAT 5e connectors shall be terminated with modular 8 connectors certified for
use with CAT 5e. All connectors shall be configured to EIT T568A Option 1.
d. All copper based communication wiring shall be installed using Blue jacketed
cable and Yellow connector boots.
e. All fiber optic communications wiring used for data transmission between
computer system and compatible devices shall be installed using Blue jacketed
cable and Yellow connector boots.
f. All fiber optic communications wiring used for data transmission between
computer systems and compatible devices will be clearly marked at all connection
points with a unique circuit number to be provided by the owner. All fiber optic
wiring shall use existing customer wiring closets, punch blocks, racks, etc.
wherever possible.
g. Fiber-optic Cable shall be installed and terminated by the contractor and HSQ
shall test the Fiber-optic Cable. Fiber-optic Cable shall be tested against the
computed Optical Link Budget as calculated using the formulas from TIA 568A.
h. Test forms shall be provided by the contractor and shall be submitted for the
Owner's approval pr?or to performing the tests."
SECTION 01650— STARTING SYSTEMS
Reference: Page 01650-7, table of minimum training requirements.
A. Modification: Delete Sections 11231 and 15105 from the table.
B. Modification: Change Section 13900 from 24 hours to 40 hours.
C. Modification: Change Section 13980 to 13500 and from 24 hours to 40 hours.
Addendum No. 2 3
FTWO0112
D. Addition: Add the following sections:
16150 Electrical Equipment 16 hours
OW 16481 Low Voltage Motor Control Centers 16 hours
16482 Medium Voltage Motor Control Centers 24 hours
16950 Medium Voltage Motors 16 hours
SECTION 02314—PIPELINE TUNNELING
Modification: Add the attached specification.
SECTION 03300—CAST-IN-PLACE CONCRETE
Reference Page 03300-30, Paragraph 3.16.C.
Clarification: Basin interior walls shall be considered exposed, and shall require a
smooth finish.
SECTION 07101 - DAMPPROOFING
Reference Page 07101-1, Paragraph 1.01.A.
Modification: Modify the paragraph by deleting "and grey concrete panels and other
exposed concrete surfaces shall be treated with concrete stain"
Section 11213 VERTICAL CENTRIFUGAL PUMPS—LINE SHAFT TYPE
Reference: Page 11213-1,paragraph 1.02.A.
Modification: Add TECO-Westinghouse to acceptable manufacturers list for
"MOTORS."
Reference: Page 11213-2, Paragraph 1.02.D.
Add the following paragraph:
D. "FACTORY INSPECTION AND TESTS
1. GENERAL
a. The Owner may, at his option,elect to have the factory tests
witnessed by the Owner, or a designated representative of the
Owner. If the option is taken to witness the tests, then payment will
be in accordance with the appropriate item of the Proposal.
b. If tests are to be witnessed by the Owner or Owner's representative,
the Vendor shall notify the Owner sufficiently in advance of the
dates that tests will be made, so that the Owner can make
arrangements for his representative to be present. The Owner will
pay for the cost of the representative's travel, lodging, meals and
expenses for the tests, for a maximum of two trips for the pump tests
and two trips for the motor tests. If a test must be re-run due to
failure in meeting the specified requirements, then the witness
Addendum No. 2 4
FTW00112
expenses for the re-test shall be born by the Vendor.
E. 4000/2300 VOLT MOTORS
1. All motors shall receive a short commercial test in accordance with
NEMA MGI and IEEE 112, latest edition.
2. In addition, all motors shall receive a complete test in accordance with
IEEE 112, and certified copies of the test data recorded on appropriate
forms of IEEE 112, together with certified statement of compliance with
minimum specified power factor and efficiencies shall be furnished to the
Engineer. The recorded data on the forms shall be in sufficient clarity and
detail to permit third-party longhand validation and verification of any
computer generated results.
3. Tests to be performed on each motor shall include, but not be limited to
the following:
a) Reference Resistance per IEEE Std. 112, latest version.
b) Reference Ambient of 25 degrees centigrade.
C) Efficiency using and equivalent circuit with direct measurement of
stray load loss per Method F.
d) Bearing Loss Stabilization.
e) Locked Rotor Test (two line method)/
0010, f) Slip.
g) Core Losses and Friction and Windage Losses.
h) Power Factor
i) Load test at rated temperature rise (Stable to Idegree within 30
minutes)
j) Speed-Torque and Speed Current Curves.
k) Stator Temperature Rise Measurements by embedded detector at
rated load per IEEE Std. 112, latest version.
1) High Potential Tests.
m) Winding Resistance Measurements.
n) Bearing Insulation Tests.
o) Noise Measurements per IEEE Std. 85, latest version (4 positions).
P) Vibration Measurements.
Substitutions for or waivers of the tests and methods listed above will not be permitted.
Following completion of factory tests, the Vendor shall furnish to the Engineer
for review and approval four(4)certified copies of all test data and test curves for
each motor. The Engineer shall promptly review test data and, upon determining
that the motor meets contract requirements, authorization will be given for
shipment. Shipment shall not be made without written approval of test data by the
Engineer, except at the risk of the Vendor."
Addendum No. 2 5
FTWO0112
Reference: page 11213-8, paragraph 2.10.H.
A. Delete line item 1.
B. Change item 3 to read:
"3. Temperature Detectors: Motor shall have six (6) 100--ohm platinum RTD's
spaced evenly around the stator windings with two (2)embedded in each phase.
RTD's shall be Platinum type."
SECTION 11373 —MULTISTAGE CENTRIFUGAL AIR BLOWERS
A. Reference Page 11373-4, Paragraph 2.04.B.
Modification: Change the first sentence to read "The blower control panel shall contain
controls for starting the blower, opening and closing the inlet airflow control valve,
surge and overload detection,..."
B. Reference Page 11373-4, Paragraph 2.04.B.
Addition: Add the following sentence to the end of the paragraph: "The controls shall
provide the ability to open the airflow control valve gradually over a field adjustable
time period of 0—2 minutes."
C. Reference Page 11373-6, Paragraph 3.03.
Addition: Add the following sentence to the end of the paragraph: "Manufacturer's
„ representative shall perform a vibration test on each unit after a minimum of one month
of operation."
SECTION 13415—CHEMICAL STORAGE TANKS
Reference Page 13415-3, Paragraph 2.02.
Modification: Change the first line of the paragraph to read:
"The tank shall be fabricated A240-316 stainless steel storage tank for ferric sulfate at
1.43 specific gravity or for alum at 1.33 specific gravity."
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
paras aph 1.0I.C. page 13500-1.
Change the following line to read as follows:
463. Provide twenty new or modified reports..."
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
paragraph 1.02.C, page 13500-2,
Change the following line to read as follows:
"C. Schematic functional blocks shall include all..."
Addendum No. 2 6
FTW00112
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA)
paragraph 1.03.A page 13500-3
Modify paragraph to read:
"A. Suppliers qualifications: The complete system shall be configured,
programmed, and installed by one pre-qualified system supplier. HSQ
Technology shall provide all equipment and programming in this section. HSQ
Technology shall provide termination of field devices at the control panels. The
Contractor shall provide all field devices, conduit and conductors from the field
devices to the control panels. HSQ Technology shall test the fiber optic cable
installed and terminated by the contractor. The contractor shall engage HSQ
Technology for the lump sum price of$809,000. HSQ Technology contact is
Chris Sorensen and can be reached at(650)952-4310."
Section 13500 SUPERVISORY CONTROL AND DATA AC UISITION SYSTEM SCADA
paragrgpli 1.05.A.8. page 13500-4
Modify paragraph 1.05, A, 8 to read:
"8. Provide one spare UPS for each size of UPS provided in the project."
Add Paragraph 2.01, M, 14 to read:
"Processing units shall be capable of remote diagnostics that shall include as a
minimum: network trouble logging, remote programming of LPU's, assigned
registers in remote devices, and log problems."
Clarification: Point assignments in the operator work stations and at LPU's shall not be
loop and field device numbers, but rather shall be English translation of points that will
be assigned by the City of Fort Worth personnel working with HSQ Technology staff.
Add Paragraph:
"3.01 C. Electrical contractor shall install and mount all instrumentation and
electrical equipment. Electrical contractor shall pull all conductors into
field cabinets. HSQ shall provide final termination for conductors inside
the control panels. Contractor to field mount enclosures and make all
terminations."
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
Loop 301, page 3
Modify Loop 301 Chemical Monitoring to read:
Loop 301 Chemical Monitoring
1. The existing turbidity, temperature and pH will continue to be monitored.
Addendum No. 2 7
FTW00112
Chlorine meters will be added to each of the sedimentation basins and the
computer shall record the chlorine residual.
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA)
Loop 609. page 10
Modify paragraph 1 to read:
1. There are three backwash pumps. One pump is sufficient to provide water for
backwash. If high wash rate is required, then two of the pumps must be used. High rate
shall also be a control at the computer should it need to be used. The computer shall
alternate lead, lag pumps through the three pumps based on the last pump used.
Filter Water Flow Control
Clarification: Filter run time shall be defined as the inlet open and the outlet opened
more than 5%. The total filter run time and the run time since last backwash shall be
displayed.
Backwash Control Logic-I, Page 13
Add paragraph 6
"6. If a filter is calling for backwash, while another filter is in the back wash process, the
controller shall queue the second filter and begin backwash after the completion of the
backwash of the first filter."
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
Loop 617, page 13
Modify Loop 617 Backwash Flow Controls to read as follows:
"Loop 617 Backwash Flow Controls
1. The backwash flow rate shall be controlled by modulating the flow control valves.
2. The Flow signal from the FIT shall be routed to each of the filter consoles and the
OWS for display.
3. ...,,
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
paragraph 1.05.A.9, page 13500-5.
Change the following paragraph to read as follows:
119. Two (2) Instrument Calibrators—Fluke Model 744, two sets of batteries, charger,
2 sets of all types of sensor cables available for this model."
Addendum No. 2 8
FTWO0112
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
paragraph 2.01.A.5,page 13500-6.
Delete line item number 5.
Change paragraph 1.05.C.10 to'read as follow:
"10. Provide two (2) lap-top computers. Lap-tops shall be Windows 2000 based,
Pentium III capable of performing field changes.
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
paragraph 2.0l.M.9., page 13500-9,
Delete the following line:
119. Control of Programs:
a. Protect access to PLC program loading with locked, key operated selector
switches."
Section 13500 SUPERVISORY CONTROL AND DATA ACOUISITION SYSTEM (SCADA),
paragraph 2.02.A.3, page 13500-10,
Change the following paragraph to read as follows:
663. To use an electrical function block diagram style..."
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
paragraph 2.03.H, page 13500-15,
Change the fifth sentence in paragraph to read as follows:
"The UPS shall be equal to Liebert or Topaz, and shall have capacity to supply power for
a period not less than two hours continuously for main computers and LPUs and Ihr for
the work station."
F
Section 13500 SUPERVISORY CONTROL AND DATA ACOUISITION SYSTEM (SCADA),
paragraph 3.01.C, page 13500-19
Add paragraph to read as follows:
"C. Contractor to field mount enclosures and make all terminations."
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM (SCADA),
Filters—Control Loop Description. Loop 605 —Filter Settled Water(Influent) Valve, page 8.
i'
Change the second sentence in the paragraph to read as follows:
" Upon receiving an "Active" status from the "Backwash Sequence Complete" bit, the
Addendum No. 2 9
FTWO0112
i
Influent valve shall open slowly over 2 minutes."
Section 13500 SUPERVISORY CONTROL AND DATA ACQUISITION SYSTEM(SCADA),
Filters—Control Loop Description Loop 617—Backwash Flow Controls,page 14.
Delete line item 8 from the loop description.
Section 13502 FIBER-OPTIC CABLE, 3.01, page 13502-2
Add following paragraphs:
E. All fiber optic communications wiring used for data transmission between
computer system and compatible devices shall be installed using Blue jacketed
cable and Yellow connector boots.
F. All fiber optic communications wiring used for data transmission between
computer systems and compatible devices will be clearly marked at all connection
points with a unique circuit number to be provided by the owner. All fiber optic
wiring shall use existing customer wiring closets, punch blocks, racks,etc.
wherever possible.
Section 13502 FIBER-OPTIC CABLE, 3.03.A, page 13502-2
Replace paragraph with the following:
A. Fiber-optic Cable shall be installed and terminated by the contractor and HSQ
shall test the Fiber-optic Cable. Fiber-optic Cable shall be tested against the
computed Optical Link Budget as calculated using the formulas from TIA 568A.
SECTION 13521 —FILTER UNDERDRAIN SYSTEM
Reference Page 13521-1, Paragraph 1.01.
Modification: Insert the attached Proposal from F.B. Leopold after Section 13521 as
referenced in the last sentence of Paragraph 1.01.
SECTION 13522—FILTER MEDIA
A. Reference Page 13522-1, Paragraph 1.02.A.
Modification: Remove Lang Filter Media from the list of approved manufacturers.
B. Reference Page 13522-5, Paragraph 2.01.B.2.(a).
Modification: Change the second sentence to read: "Uniformity coefficient shall be less
than 1.6."
C. Reference Page 13522-5, Paragraph 2.01.B.3.(a).
Modification: Change the fust sentence to read: "Filter GAC shall be packaged in one-
half(1/2)ton ultraviolet-resistant polyethylene bags (super sacks with bottom pour
spout)."
Addendum No. 2 10
FTWOO112
SECTION 13530—CLEARWELL BAFFLES
Reference Page 13530-1, Paragraph 1.02.
Addition: Add the following line to the list of acceptable manufacturers:
"3. ThermaFab"
Section 13900—INSTRUMENTATION, paragraph 2.03.A,page 13900-4
Change first sentence to read as follows:
"A. Instrumentation tubing shall be stainless steel tubing conforming to Fed. Spec.
WW-T-799b, and ASTMB-88 for seamless stainless steel tubing for use with or
flared fittings..."
Section 13900—INSTRUMENTATION, paragraph 2.04.I.page 13900-5
Add paragraph to read as follows:
"I. Manufacturer to provide assembly for cleaning Flow Tube. Assembly shall
provide easy access to throat of tube without removing tube. Also provide
cleaning rod."
Section 13900 INSTRUMENTATION
Change Line Size for Venturi Flow Tube FM-6-11 to 24"
Provide all software and patches to any instrumentation.
Add Ammonia Analyzer Shall be Capital Controls Aztec A1000 Ammonia Monitor.
Section 13900 INSTRUMENTATION, 2.06.B, page 13900-8
Change Paragraph 2.06 B to read:
"B. Transmitters shall be Rosemount 1151. Each ..."
Section 13900—INSTRUMENTATION, 2.12, page 13900-11
Delete entire section on Chlorine Residual Analyzers.
Section 13900—INSTRUMENTATION, 2.13,page 13900-11
Delete entire section on Sample Pumps.
Addendum No. 2 11
FTW00112
SECTION 15100—PNEUMATIC VALVE ACTUATORS
ew Reference Page 15100-3, Paragraph 2.02.
Addition: Add the following paragraph to the specification:
2.02 "AIR COMPRESSOR
Furnish a duplex air compressor capable of supplying 100 scfm of air at 125
psig operating pressure to the valve actuators. This compressor shall be
attached to tanks having a minimum total storage volume of 640 gallons. The
maximum operating pressure of the compressor shall be 175 psig minimum.
In conjunction with the compressor and storage tanks, a refrigerated dryer
shall be provided with a capacity of 100 scfm of 100° F inlet air at a design
operating pressure of 100 psig, to produce an exit dewpoint less than 39° F.
The dryer shall have a maximum operating pressure of 250 psig minimum."
SECTION 15145 — SUBMERSIBLE SUMP PUMPS
Reference Page 15145-2, Paragraph 2.02.
Modification: Change the "Motor HP Max." to 1.0 for each location in the schedule.
Section 16111 —CONDUITS, 3.0I.B.1. pane 16111-5
Change paragraph to read as follows:
441. Bury conduit bank so there is a minimum of 12" from top of soil to the top of the
concrete cap, as shown on plans. Install underground conduit with the conduit
ductbank dimensions as shown on plans."
Section 16467—PAD MOUNTED TRANSFORMERS, 2.01.A, page 16487-3
BIL rating on transformers shall be 95KVA.
Section 16950- HORIZONTAL MEDIUM VOLTAGE MOTORS, 1.03.C., page 16950-3
Change word "pump" in second sentence of paragraph to "motor."
Section 16950- HORIZONTAL MEDIUM VOLTAGE MOTORS, 2.02.E, page 16950-8
Change second sentence in paragraph to read as follows:
"The termination box shall be located on the same side of the motor as the existing boxes,
motor manufacturer shall field verify prior to bid submittals."
Addendum No. 2 12
FTWO0112
DRAWINGS:
SHEET 1G6, SEQ. 6.
Reference: GENERAL NOTES.
Addition: Add the following Note:
"32: All piping fasteners shall be Type 304 stainless steel unless otherwise specified."
SHEET 1G13, SEQ. 13.
Reference: General Note 2.
Modification: Change General Note 2. to read: "Reroute existing 2" galvanized air
piping for Basin 5, 6, and 7 sludge collector mechanism from beside the northern bridge
in Sedimentation Basin 4, which (bridge) is to be demolished, to the inside perimeter of
the north end of existing Sedimentation Basin 4."
SHEET 2P6, SEQ. 21.
Reference: Plan and Profile.
Clarification: Air release valves shall be 2".
SHEET 2P15, SEQ. 30.
Reference: DATA FOR 10-DI-SUP
Modification: Revise points 1-4 as follows:
Point Station FL Elev. Fitting
1 2+61.45 542.5 450 EL
2 3+62.02 542.5 450 EL
3 4+02.75 542.5 11-1/40 EL
4 4+19.54 546.0 11-1/40 EL
SHEET 2P16, SEQ. 31.
Reference: Notes
Modification: Add the following lines to the notes:
"3. Pipes labeled 8-DI-PW and 6-DI-PW shall repla-e 6"potable water piping in the
same locations from the southwest corner of Sedimentation Basin 4 to the Northeast
corner of Sedimentation Basin 7."
"4. All fire hydrants on the new pipe sections are to be replaced with new hydrants."
SHEET 2S I. SEQ. 35A
Addition: Insert the attached sheet.
Addendum No. 2 13
FTW00112
SHEET 3P4, SEQ. 39.
Reference: Sections 1 and 2 .
Modification: Change walkway slabs and gate operator slabs from 6" thick to 8"thick
and change reinforcing in these slabs from#4 bars to#5 bars.
Addition: Add the attached sluice gate operator support corbel detail, to be used at each
of the 72" x 72" sluice gates and each of the 36" x 36" sluice gates.
SHEET 3P6, SEQ. 41.
Reference: Section 4.
Modification: Change walkway slabs and gate operator slabs from 6" thick to 8" thick
and change reinforcing in these slabs from#4 bars to#5 bars.
SHEET 3P7, SEQ. 42.
Reference: Section 5.
Modification: Change walkway slabs and gate operator slabs from 6" thick to 8" thick
and change reinforcing in these slabs from#4 bars to#5 bars.
SHEET 5P5, SEQ. 57.
Reference: Notes by Symbol.
Modification: Change notes 4 and 5 to read as follows:
"3. Provide new 18" square sluice gate with offset operator stand for each basin."
"4. Provide 3'- 6" wide FRP grating along the full length of the tube settlers adjacent to
each overflow trough for maintenance access. Grating shall be anchored to top of
stainless steel support system. Grating shall be NSF approved for potable water
application."
"5. In lieu of FRP grating, tube manufacturer may provide NSF approved walking
surface, Accugrid or approved equal, over entire surface of tube settlers for
maintenance access."
SHEET 5P6, SEQ. 58.
Reference: Section 3.
Modification: Provide PVC waterstop at joint between Settled Water Channel slab and
new wall.
SHEET 6P I. SEQ. 62.
Reference: General Notes
Modification: All Steel and Concrete Cylinder Pipe penetrations shown in Section 6 of
I the drawings as type F penetrations shall be changed to type H penetrations.
Addendum No. 2 14
FTWO0112
SHEET 6P4, SEO. 65.
A. Reference: Notes by Symbol
Modification: Replace the first sentence of note 6 to read as follows:
"6. Provide differential pressure monitor, as required in Specification 13900, with local
LED display."
B. Reference Section 2
Modification: Delete Roberts Dynamic Probe, labeled DIFFERENTIAL PRESSURE
MONITOR (TYP OF 10).
C. Reference Section 2
Install wall penetration at elevation 538.00 as shown in new attached detail, "Filter Wall
Pressure Tap Detail." Connect tap to differential pressure monitor on wall of filter pipe
gallery using 1/2" 316 SS pipe. Connect other side of differential pressure monitor to
filter effluent pipe, upstream of venturi meter, using 1/2" 316 SS pipe. Make all
connections in accordance with manufacturer's recommendations.
SHEET 6P6, SEQ. 67.
Reference: Casing Detail.
Modification: Steel casing shall be tunnel liner plate per specification 02314- Pipeline
Tunneling
SHEET 6P8, SEQ. 69.
Reference: Section 7
Modification: Ball valve shown on pipe 4-DI-D is to be changed to a gate valve.
SHEETS 7P5, 7P6, 7P8 & 7P9, SEQ. 91, 92, 94 &95.
Modification. Provide expanding waterstops at all construction joints below water level
in this structure.
SHEET 7P6, SEO. 92.
Reference: Section 2
Modification: Provide sluice gate operator support corbel below slab at the sluice gate.
SHEET 7P6, SEQ. 92.
Reference: Section 6
Clarification: "Gate not shown"is on center wall as shown elsewhere.
Addendum No. 2
FTW00112
SHEET 8P7, SEQ. 102.
Reference: Section 1
Modification: Add the attached Polymer Tank Concrete Pads drawing to the sheet.
SHEET 8P9, SEQ. 104.
Reference: NORTH HOLLY WATER TREATMENT PLANT PLAN
A. Modification: In the vicinity of the Rapid Mix Basin, delete the chlorine analysis point
and the 1" PVC sample water line to the filter gallery.
B. Modification: South of Clearwell No. 4, relocate chlorine analyzer from pump building
to pedestal mounted NEMA 3R enclosure approximately 5' from clearwell. Provide
submersible sample pump in clearwell with minimum capacity of 7 gpm at 15' TDH for
operation on 115 V, single phase power supply. Provide 2" PVC buried drain line to
nearest area drain.
SHEET 8P14, SEQ. 109.
Reference Detail 1:
Modification: Provide vertical splash guard from 12" upstream to 12" downstream on
outside face of all lime trough bends. Splash guard shall extend 4" above top edge of
trough.
., SHEET 8P17, SEQ. 112.
Reference: Section 1
Modification: Install a backflow preventer on the pipe, 4-PVC-UW, after the wall
penetration and before the first chlorine ejector.
SHEET 9P6, SEQ. 122.
Reference: Section 1 and Section 3.
Modification: Provide sluice gate operator support corbel below slab at each of the sluice
gates.
SHEET 10E1 LEGEND
Switch symbols for"WIRING IN CONDUIT CONCEALED" and "WIRING IN
CONDUIT EXPOSED." Underground wiring shall be dashed line.
SHEET 10E4 ONE-LINE DIAGRAM—MCC2
Add Feeder from Middle Holly Substation to South Holly High Service Pump Station.
Feeder shall be 6-4" conduits with 4 of the 4" conduits filled with 3-600KCM. The other
2-4"conduits shall be spares. Distance is approximately 800'. Connect to existing motor
control center in South Holly High Service Pump Station. Route conduit and conductors
as shown on plans. Be careful of communication cables and water line near route.
Addendum No. 2 16
FTW00112
Change feeder breaker to Storm Drainage Pump Station on MCC-2 from 1200A to 600A.
Change Storm Drainage Pump Station MCC from existing to new. Contractor shall
supply two new 500HP motors at 700RPM. The 600HP motor will not be replaced but
will be removed by contractor. Refer to Addenda sheet 12E16 for one-line and
Specifications section 11213 for Vertical Motors. Manufacturer to field verify motor
mounting and shaft/coupler size prior to bid.
SHEET 10E5 ONE-LINE DIAGRAM—MCC3
Change name of transformer feeding "DP-2" from T8 to T9.
Change conductor sizes on both blowers from 3#4/0, #1G.,2-1/2"C to 2 sets of
(3#4/0,#1G., 2-1/2"C.).
Change conductor size on AHU to 3#4,#BG., 1-1/2"C.
Change disconnect sizes on Air Comp. and AHU from 100A 3P to 60A 3P.
SHEET 10E6 ONE-LINE DIAGRAM—MCC4 &ELEVATION
Change transformer size on the one-line from 225KVA to 22.5KVA. Enclosure for
Square D Mini Power Zone shown on plans shall be NEMA 3R. A screen shall be used
to cover any holes to protect the equipment from foreign objects.
SHEET 10E9 INTERCONNECTION DIAGRAM II
Change termination cabinet from"TO EXISTING RTU #305" to "TO EXISTTNG RTU
#35."
SHEET 10E10 INTERCONNECTION DIAGRAM III
Change all Filtered Water Valves on filters 1-10 to be routed in same conduit as other
analog signals.
SHEET IOE12 INTERCONNECTION DIAGRAM V
Change PIT-6-12 with wire tag PIT-12C to go directly to TC-10. Wire tag TC10-10C
shall be pre-wired to blower control panel.
Add 2"C for the prewired (TC 10-02C and TC 10-l OC)control panel of blowers to AC-6-
01 and AC-6-02
SHEET IOE13 INTERCONNECTION DIAGRAM VI
Change conduit size after J-box for TC 14-01 C through TC 14-05C and TC 14-22C from
2"C to 3"C. j0d
Addendum No. 2 17
FTW00112
Change conduit size after J-box for SOV-68C through SOV-70C from 1-1/2"C to 2-
1/2"C.
SHEET I lE1 DEMOLITION FOR BASEMENT FLOOR PLAN
Change pump numbers on plans to:
PUMP NO. 4 shall be PUMP NO. 1
PUMP NO. 3 shall be PUMP NO. 2
PUMP NO. 2 shall be PUMP NO. 3
PUMP NO. 1 shall be PUMP NO.4
Add General Note 6:
"6. Remove all conduit and conductors back to source."
SHEET I IE2 POWER& CONTROL PLAN
Change pump numbers on plans to:
PUMP NO. 3 will not have a new number
PUMP NO. 4 shall be PUMP NO. 3
PUMP NO. 5 shall be PUMP NO. 4
PUMP NO. 6 will not have a new number
PUMP NO. 7 shall be PUMP NO. 5
PUMP NO. 8 shall be PUMP NO. 6
el- Plans and specifications shall be changed accordingly.
Add to General Notes:
"2. Clean and refurbish 8 unit space heaters in pump station. Replace burner
gas valves. Provide new thermostats and conductors to thermostats in
raceway per manufacturer recommendations.
3. Conduit and conductors to motors shall be routed below existing slab.
Motor space heater conductors, shall be routed in a separate conduit as
RTD conductors.
4. An approximate 30' elevation drop exists from MCC2 to the pump room
floor.
5. Provide a total of six solenoids, one on each pump primer line. Each of the
primer solenoids shall be operated when the corresponding pump calls for
priming. Provide 2#14, #14G., 3/a"C. from each pump starter to the
corresponding solenoid. Provide solenoid en primer side of the existing
gate valve. Provide new gate valve and union to primer side to the
solenoids. Primer pump is located in south west side of pump room floor
6. Motor pad can be saw cut at coupler and a new motor pad shall be
poured."
Add 2—3"C. from MCC4 to the Backwash Clarifier.
Change conduit coming from MCC4 to Backwash Clarifier from 1-4"C to 2-4"C. Route
analog and discrete conductors in separate conduits.
Addendum No. 2 18
FTW00112
Add and route 4"C. from MCC4 to LPU.
Analyzer's in annex shall be located in pipe gallery directly below location shown on
plans.
SHEET 11E3 LIGHTING PLAN
Note by Symbol 2 shall be changed from"HEATERS AND THERMOSTATS" to"NOT
USED".
SHEET 11E6 PUMP CONTROL SCHEMATICS
Local "STOP" pushbutton shall be normally open momentary pushbutton.
SHEET 12133 FILTER ELEVATION
Instrumentation shall be moved between piping as shown on FILTER
INSTRUMENTAION DETAIL, SHEET 6P5. Instrumentation shall be mounted to
unistruts. Unistruts shall be made of stainless steel with aluminum back plate.
SHEET 12E4 FILTER PLAN
A phone shall be installed in each of the control rooms.
All Differential Pressure Indicators located outside on filters 1 - 10 shall be relocated
inside the filter pipe gallery respectively. All power and instrumentation conductors shall
be routed accordingly. Instrumentation shall be mounted with other instruments.
Add CAT 5E cable in3/4"C. daisy chaining each LPU's in Filter Control Rooms 1 —5.
SHEET 12138 CONTROL ROOMS
Delete RTU and conductors shown in CONTROL ROOM NO. 1 LIGHTING DETAIL.
SHEET 12E9 VAULTS
Change note by symbol to read as follows:
"F. Provide stainless steel tubes to ports."
SHEET 13I3 P&ID—FILTERS
Flow meter FM-6-12 shall be an Ultra-Sonic flow meter not a Venturi.
PDI-6-1 through PDI-6-10 shall be relocated inside filter pipe gallery.
Addendum No. 2 19
FTW00112
SHEET BI12 SCADA SYSTEM DIAGRAM
Hot standby shall be included on PLC (FILTER 10& BACKWASH).
SHEET 14P5 , SEQ. 175.
Reference: Notes
Modification: Remove Note 5 entirely.
SHEET 15P6, SEQ.187.
Reference: Section 1 and Section 2.
Addition: Add the following note: "Air release valves shall be ValMatic 6-inch
#106WS.2 Well Service Air Valve, or approved equal."
SHEET 15E 1 PUMP STATION AREA PLAN
Change General Note to read as follows:
"2. New feeders and conduit shall be provided from Middle Holly Substation to
South Holly High Service Pump Station as part of the base bid."
END OF ADDENDUM NO. 2
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Addendum No. 2 20
FTWO0112
City of Fort Worth
Minority and Women Business Enterprise Specifications
s�
SPECIAL INSTRUCTIONS FOR BIDDERS
APPLICATION OF POLICY
If the total dollar value of the contract is $25,000 or more, the M/WBE goal is applicable. If the total dollar
value of the contract is less than$25,000,the M/WBE goal is notapplicable.
POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City. All requirements and regulations stated in the City's current
Minority and Women Business Enterprise Ordinance apply to this bid.
M/WBE PROJECT GOALS
The City's MBE/WBE goal on this project is 23 %of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of$25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal,or;
2. Good Faith Effort documentation,or;
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form, if goal received by 5:00 p.m.,five(5)City business days after the
is met or exceeded: bid opening date,exclusive of the bid opening date.
2. Good Faith Effort Form and M/WBE received by 5:00 p.m.,five(5)City business days after the
Utilization Form, if participation is bid opening date,exclusive of the bid opening date.
less than stated goal:
3.Good Faith Effort Form if no received by 5:00 p.m.,five(5)City business days after the
participation: bid opening date,exclusive of the bid opening date.
4. Prime Contractor Waiver Form: received by 5:00 p.m.,five(5)City business days after the
bid opening date,exclusive of the bid opening date.
FAILURE TO COMPLY WITH THE CITY'S M/WBE ORDINANCE,WILL RESULT IN THE BID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS.
0001, Any questions, please contact the MMBE Office at(817)871-6104.
Rev.6/19/00
ATTACHMENT 1C
Page 1 of 3
City of Fort Worth
100, Minority and Women Business Enterprise Specifications
GOOD FAITH EFFORT
Prime Company Name Bid Date
Project Name Project Number
If you have'failei! to secure "BE Participation and you have subcontracting and/or supploer ropportunities or if your
MlWBE"participation,isless,than the City's project goal,you must complete this form.
If the bidder's method of compliance with the M/WBE goal is based upon demonstration of a "good
faith effort", the bidder will have the burden of correctly and accurately preparing and submitting
the documentation required by the City. Compliance with each item, 1 thru 6 below, shall satisfy the
Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation
the facts or intentional discrimination by the bidder.
Failure Ao completer";thls form in its r entirety with its supporting documentation anl& be received :bytheManaging Department on;ur before 5:00 p.m.five(5) City business days after bid;opening,exclusiveol. id
opening date,will result in'the bid being considered non-responsive to bid specifications:
1.) Please list each and every subcontracting and/or supplier opportunity (DO NOT LIST NAMES OF
FIRMS which will be used in the completion of this project, regardless of whether it is to be
provided by a M/WBE or non-M/WBE.
(Use additional sheets, if necessary)
List of Subcontracting List of : Supplier
Opportunities Opportunities
Rev 6/2/98
ATTACHMENTiC
Page 2 of 3
2.) Did you obtain a current list of M/WBE firms from the City's M/WBE Office? The list is
considered in compliance, if it is not more than 3 months old from the date of the bid opening.
Yes Date of Listing I
No
M
3.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas
previously listed, at least ten calendar days prior to the bid opening by mail, exclusive of the day
I, the bids are opened?
Yes If yes, attach M/WBE mail listing to include name of firm and address and a
No dated copy of the letter mailed.
4.) Did you solicit bids from M/WBE firms, within the subcontracting and/or supplier areas
previously listed, at least ten calendar days prior to the bid opening by telephone, exclusive of
the day the bids are opened?
Yes If yes, attach list to include name of M/WBE firm, ep rson contacted
No phone number and date and time of contact.
Note: A facsimile may be used to comply with either 3 or 4, but may not be used for both. If a
facsimile is used, attach a fax confirmation, which is to provide M/WBE name, date, fax number and
documentation faxed.
Vote If a�IC��list,�of,M/WBE is ten or. less; the bidder my;�t;contact the entire fist to be in
cormpliAce:,n 66t ,uestions 3 and 4.If a SIC list of,M/WBE is more than 10,the bidder must contac
at least two=th1rds,of the.list, but not less than ten to be in compliance-with,questions 3:`and 4.
5.) Did you provide plans and specifications to potential M/WBEs or information regarding the
location of plans and specifications in order to assist the M/WBEs?
Yes
No
6.) If the M/WBE bids were received and rejected, you must:
(1) List the M?WBE firms and reason(s) for rejection (i.e. quotation not commercially
reasonable, qualifications, etc.) and
(2) Attach affidavit and/or documentation to support the reason(s) listed below (i.e. letters,
memos, bids, telephone calls, meetings, etc.)
Please use additional sheets if wes"ry,and attach
Company Name Telephone Contact Person Scope of Work Reason for
h Rejection
ADDITIONAL INFORMATION:
Rev 612/98
ATTACHMENT 1C
Page 3 of 3
Please provide additional information you feel will further explain your good and honest efforts to
obtain M/WBE participation on this project.
The bidder further agrees to provide, directly to the City upon request, complete and
accurate information regarding actual work performed on this contract, the payment
therefore and any proposed changes to the original arrangements submitted with this bid.
The bidder also agrees to allow an audit and/or examination of any books, records and files
held by their company that will substantiate the actual work performed on this contract, by
an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for terminating
the contract or debarment from City work for a period of not less than three (3) years and
for initiating action under Federal, State or Local laws concerning false statements. Any
failure to comply with this ordinance and creates a material breach of contract may result in
a determination of an irresponsible offeror and barred from participating in City work for a
period of time not less than one (1) year.
The undersigned certifies that the information provided and the M/WBE(s) listed was/were
contacted in good faith. It is understood that any M/WBE(s) listed in Attachment 1C will be
contacted and reasons for not using them will be verified by the City's M/WBE Office.
Authorized Signature Printed Signature
Title Contact Name and Title (if different)
Company Name Contact Telephone Number (s)
Address Fax Number
City/State/Zip Date
Rev 6/2/98
i
SECTION B -PROPOSAL
FORT WORTH,Texas
October 26 , 2000
(This Proposal may be removed from this book of Contract Documents and submitted with the
appropriate supporting documents.)
TO: BOB TERRELL, CITY MANAGER, CITY OF FORT WORTH
PURCHASING DIVISION,MUNICIPAL OFFICE BUILDING
1000 THROCKMORTON STREET
P.O. BOX 17027
FORT WORTH,TEXAS 76102
PROPOSAL FOR: THE FURNISHING OF ALL LABOR,MATERIALS,EQUIPMENT AND
SERVICES FOR THE NORTH HOLLY WATER TREATMENT PLANT
IMPROVEMENTS - PHASE I ALL NECESSARY APPURTENANCES,
EQUIPMENT AND INCIDENTAL WORK TO PROVIDE A COMPLETE
AND SERVICEABLE PROJECT IN FORT WORTH, TEXAS. WATER
PROJECT NO. PW77-060770500120.
Pursuant to the foregoing Notice to Bidders'.the undersigned Bidder,having thoroughly examined
the Contract Documents and Specifications,the site of the project and understanding the amount of
work to be done,and the prevailing conditions,hereby proposes to do all the work,furnish all labor,
equipment and material except as specified to be furnished by the City, that is necessary to fully
complete the work as provided in the Plans and Contract Documents and subject to the inspection
and approval of the Director of the City Water Department of the City of Fort Worth, Texas; and
binds himself upon acceptance of this Proposal to execute a contract and furnish an approved
Performance Bond, Payment Bond, Maintenance Bond, and such other bonds, if any, as may be
required by the Contract Documents for the performing and completing of the said work. The Owner
reserves the right to reject any or all of the bids.
Contractor proposes to do the work for the following sums:
Item Description Estimated Unit Extended
No. (Price to be Written in Words) Quantit Price Amount
1. Bid for the modification,construction
and operational completion of work as
shown on the plans and specified
excluding items 2-11, the lump sum of.-
Seventeen
f:Seventeen Million Four Hundred Ninety-Seven Thousand,
Seven Hundred Seventy Five dollars
and Ido cents. 1 L.S. $17.497.775.00
Section B -Proposal B-1
FTWO0112
Item Description Estimated Unit Extended
+�` No. (Price to be Written in Words) Quanti Price Amount
2. For the development, design, and
implementation of a trench safety system
and the assumption of responsibility for said
system, for the unit price per linear foot of:
------------------------------------------
One-------------------- dollars
and No cents. * 3500 L.F. $1.00 /L.F. $3500.00
*Maximum linear footage to be determined by Bidder and entered here. Ldnear footage shall not be less
than 2000.
3. For the furnishing and installation
supervision of the filter underdrain
system as described in Appendix A,
the lump sum of
Six Hundred Seventy-two Thousand,
Seven Hundred Twen , -five dollars
and No cents. 1 L.S. $ 672,725.00
4. For the furnishing and installation
` supervision of the sedimentation basin
sludge collection equipment,the lump
sum of
Two Hundred Forty Thousand
----------------------------------- dollars
and No cents. 1 L.S. $240,000.00
5. For the furnishing of labor and materials
for SCADA system improvements, as
described in Section 13500, the
lump sum of
Eight Hundred Nine Thousand,
-------------------------- dollars
and No cents. 1 L.S. $ 809,000.00
6. For the Owner's cost share of Middle Holly
substation improvements to be constructed by
TXU Electric, as agreed between the City of
Fort Worth and TXU Electric, the lump sum of
One Hundred Thousand--------------
--------------------------- dollars
and No cents. 1 L.S. $100.000.00
Section B - Proposal B-2
FI'W00112
Item Description Estimated Unit Extended
No. (Price to be Written in Words) Quand Price Amount
7. For over-excavation below the specified
mud slab elevation, where required by
soil conditions,
----------------------------------------
Fifteen --------------------- dollars
and No cents per cubic yard. 3,300 C.Y. $_15.00/cu. yd. $49.500.00
8. For placement of bridging layer to stabilize
foundation subgrade, where required by
soil conditions,
--------------------------------------
Two ------------------------ dollars
and Fifty cents per square foot. 15,000 S.F. $_L50 /sq. ft. $ 37.500.00
TOTAL BASE BID (Items 1-8): $19,410,000
9. ALTERNATE BID ITEM NO. 1:
For construction of the South Holly
Transfer Pump Station Improvements,
the lump sum of
Eight Hundred Seventy-Five
Thousand ------------------ dollars
and No cents. 1 L.S. $ 875.000.00
10. ALTERNATE BID ITEM NO. 2:
For witness testing of the High Service
Pump motors, the lump sum of
-----------------------------------
Twenty Thousand dollars
and Na cents. 1 L.S. $ 20.000.00
11. ALTERNATE BID ITEM NO. 3:
For replacement of the motors and
switchgear for the North Holly Storm
Drain Pump and Emergency Storm Drain
Pump,the lump sum of
One Hundred Ninety-Five
Thousand------------------ dollars
and No cents. 1 L.S. $ 195.000.00
TOTAL BASE BID plus ALTERNATES 1,2 and 3 (Items 1-11):
$ 20.500.000.00
Section B - Proposal B-3
FTWO0112