HomeMy WebLinkAboutC2025-032 - 3/25/2025 - Approved CITY OF CORPUS CHRISTI
ENGINEERING SERVICES
CHANGE ORDER
VENDOR ID NO.: 33922
PROJECT: Mary Rhodes Pipeline Phase 1 Pump System Improvements CONTRACT NO.: 6261
CONTRACTOR: H&S Constructors Inc
ENGINEER: HDR Engineering Inc PROJECT NUMBER: E13037
PROJECT MANAGER: Sandra Gomez CHANGE ORDER NO: 1
OPERATING DEPT.: Water CHANGE ORDER DATE: 3/27/2025
Make the following additions,modifications or deletions to the work described in the Contract Documents:
ADDITIONS Quantity Unit Unit Price Total
PART C
NEW C-NI Environmental improvements 1 LS $ 141,382.00 $ 141,382.00
NEW C-N2 STA line Waterworks 1 LS $ 83,153.00 $ 83,153.00
NEW C-N3 Pump Solutions Inc 1 LS $ 727,375.00 $ 727,375.00
NEW C-N4 Rabalais I&E sub 1 LS $ 803,705.00 $ 803,705.00
NEW C-N5 H&S labor,Equipment&Material 1 LS $ 98,582.00 $ 98,582.00
Subtotal: S 1,854,197.00
Additions Total: S 1,854,197.00
DELETIONS Quantity Unit Unit Price Total
N/A
Additional Calendar Days requested 0 NET TOTAL OF THIS CHANGE ORDER: S 1,854,197.00
Why was this Change necessary:
With the increase in severe drought conditions.the operation of Mary Rhodes Pipeline with reliable redundancy is getting more and more critical to the City's water supply.For this reason,City staff requested the Contractor to add
one more redundancy booster pump,variable frequency drive,and electrical and mechanical improvements to the Woodsboro Pump Station through a construction change order.
This Contract Modification represents Final Adjustment for any and all amounts due or to become due to Contractor far changes referred to herein.Contractor further releases all other claims,if any
(except those claims previously submitted in writing in strict accordance with the Contract),for additional compensation under this Contract,including without limitation any rights Contractor may have
for additional compensation arising out of delays or disruption of Contractor's schedule as may have arisen prior to the date of this Contract Modification.Unless otherwise expressly provided herein,the
time of completion and all other terms and conditions of the Contract remain unchanged
CITY OF CORPUS CHRISTI
ENGINEERING SERVICES
CHANGE ORDER
VENDOR ID NO.: 33922
PROJECT: Mary Rhodes Pipeline Phase 1 Pump System Improvements CONTRACT NO.: 6261
CONTRACTOR: H&S Constructors Inc
ENGINEER: HDR Engineering Inc PROJECT NUMBER: E13037
PROJECT MANAGER: Sandra Gomez CHANGE ORDER NO: 1
OPERATING DEPT.: Water CHANGE ORDER DATE: 3/27/2025
Original Contract Amount $ 12,174,975.00 Proposed Change Order
Maximum Change Order Contingency Amount(25%) $ 3,043,743.75 Funding Source(s)
Remaining Available Contingency Amount(including this CO) $ 1,189,546.75 SECTION/FUND
FUND: 4481-45-89
Previously Approved Change Order Amount $ ACCOUNT: 550910
Proposed Change Order Amount $ 1,854,197.00 for use by CAP ACTIVITY:JEI3037-01-4481-EXP
Revised Contract Amount S 14,029,172.00 for use by CAP AMOUNT: $1 854 197.00
Percent of Total Change Orders(including this CO) 15.23%
SECTION/FUND
Original Contract Time for Substantial Completion 540 CD's FUND: n/a
Notice to Proceed Date 11/26/2024 ACCOUNT: a
Original Substantial Completion Date 5/20/2026 ACTIVITY: a
AMOUNT: a
Previously Approved Change Order Time 0 CD's
Additional Time on This Change Order 0 CD's SECTION/FUND
Revised Contract Time for Substantial Completion 540 CD's FUND: a
Revised Substantial Completion Date 5/20/2026 for use b CAP ACCOUNT: a
ACTIVITY: a
CONTRACTOR AMOUNT: n/a
REQUESTED BY: H&S Constructors Inc
SECTION/FUND
FUND: a
ACCOUNT: n/a
Fernando Garcia Date ACTIVITY: a
Project Manager AMOUNT: n/a
CITY OF CORPUS CHRISTI
L, Apr 1 2025 - � Apr 1,2025
REVIEWED BY:Af°0�pll,-515.—DT7 APPROVEDBY: der 11.1d,RE(Ap,1,2azsrs:2eDT)
Arnulfo Garcia Date ($50,000.00-$100,000.00)JeffH.Edmonds,P.E. Date
Finance&Resource Manager Director of Engineering Services
�a� Apr 1,2025
RECOMMENDED BY•
Jiangang(Daniel)Deng,Ph.D.,P.E. Date
Assistant Director of Construction Inspection
Apr 1 2025 M2025-033 initials
APPROVED AS TO FORM:
Janet Whitehead(Apr 1,202513:u3 CDT) Authorized Legistrar No.Janet Whitehead Date 3/25/2025 R H/ p
S U
Assistant City Attorney By Council Council Date R U
Enc�� Ap r 1,2025 � y�
RECOMMENDED BY:Amy Cowley(Apr 1,2o25 :10CDT) ATTEST: sJona eta.00utooscon 04/03/2025
Amy Cowley Date (Council)Rebecca Huerta Date
Management and Budget Designee (>$100,000.00 or>_25%)City Secretary
H&S Constructors,Inc.
P. O. Box 9014
Corpus Christi, Texas 78469
(361)289-5272
ADDITIONAL WORK AUTHORIZATION # 3
DATE
OWNER'S NAME PHONE
City Of Corpus Christi 11/26/24
STREET JOB NAME JOB NUMBER
P.O. Box 9014 Mary Rhodes Pipeline Phase 1 Pump System 7560-25
CITY STATE STREET
Corpus Christi TX
EXISTING CONTRACT NO. DATE OF EXISTING CONTRACT CITY STATE
11-26-24 Corpus Christi TX
We hereby agree to the specified changes and charges listed below:
AWA#3 is for RFI#4 adding new pump&VFD in Woodsboro
Environmental improvements,Inc$122,939.85+15%=$141,381
STAline Waterworks $72,306.60+15%=$ 83,152
Pump Solutions Inc $632,500.00+15%=$727,375
Rabalais I&E sub $765,434.00+5%=$803,706
H&S Labor&Equipment $88,864
H&S Material $8,450+15% $ 9,718
ADDITIONAL CHARGE FOR ABOVE WORK IS: S 1,854,197
Payment to be made as follows:
NET 30 DAYS
OWNER
Above additional work to be performed under same conditions as specified in original contract unless otherwise stipulated.
Authorizing Signature: Date:
CONTRACTOR
We hereby agree to furnish labor and materials-complete in accordance with the above specifications,at abovestated price.
Fernando Garcia/Darryl Ressmann 2/12/25
Authorized Siganture: Date:
03
CHANGE ORDER NO.
AWA11-01
I hereby acknowledge the satisfactory completion of the above described work in consideration of which I (or we) hereby agree to pay you for same at your
office in Corpus Christi, Nueces County, Texas, on or before the loth of the month following invoice.
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Yss2 AGENDA MEMORANDUM
Action Item for the City Council Meeting of March 25, 2025
DATE: March 18, 2025
TO: Peter Zanoni, City Manager
FROM: Jeff H. Edmonds, P.E., Director of Engineering
Services ieffreye(a�cctexas.com
(361) 826-3851
Nick Winkelmann, P.E., Director of Water Systems and Support Services
n ickw(D_cctexas.co m
(361) 826-1796
Construction Change Orders
Mary Rhodes Pipeline Phase I Pump System Improvements (Re-Bid)
CAPTION:
Motion authorizing the approval of Change Order No. 1 with H&S Constructors, Inc., of
Corpus Christi, TX, for the Mary Rhodes Pipeline Phase I Pump System Improvements
Project, in the amount of $1,854,197 for a total amount not to exceed $14,029,172
with FY 2025 funding available from the Raw Water Capital Fund.
SUMMARY:
This change order authorizes additional funding for additional upgrades consisting of the
addition of one new booster pump and one new variable frequency drive (VFD) as well as
associated electrical and mechanical components at the Mary Rhodes Pipeline Pump Station
located in Woodsboro.
BACKGROUND AND FINDINGS:
In October 2024, the City Council awarded a construction contract to H&S Constructors, Inc.,
of Corpus Christi, TX, for the Mary Rhodes Pipeline Phase I Pump System Improvements
Project.
The purposes of this project were to upgrade the Bloomington and Woodsboro Booster Pump
Stations of Mary Rhodes Pipeline Phase I system to transport more raw water from Lake Texana
to the City. The major project scope included adding one booster pump and two VFDs at the
Bloomington Pump Station, one VFD at the Woodsboro Pump Station, and upgrading the
associated electrical, mechanical and instrumentation components.
With the increasingly severe drought conditions, the operation of Mary Rhodes Pipeline with
reliable redundancy is getting more and more critical to the City's water supply. For this reason,
City staff requested the Contractor to add one more redundancy booster pump, VFD, and
electrical and mechanical improvements to the Bloomington Pump Station through a
construction change order. The implementation of this change order provides necessary
operational redundancy for the Bloomington Pump Station while the City will bring 75 MGD water
from Lake Texana to the City under the Operational Schedule 4 of Mary Rhodes Pipeline.
H&S Constructors, Inc. is currently engaged in construction on the Mary Rhodes Pipeline Phase
I Pump System Improvements Project. The contractor is performing well and is currently
completing the planned work on schedule.
PROJECT TIMELINE:
Change Order No. 1 doesn't add any additional calendar days to the construction contract.
The anticipated substantial completion date of the project is May 2026.
ALTERNATIVES:
City Council could choose not to approve the Change Order No. 1 with H&S Constructors, Inc.
Not approving the change order will lead to a lack of redundancy in the system which could
remove the ability to keep the MRP pump station and pipeline online if existing equipment
experiences an issue. This could result in negative impacts to the water treatment process, and
lead to increased downtime if the system experiences an issue affecting water supply to the
entire region. There would be additional time and expenses to bid this work, additional cost for
new contractor mobilization, and an increased risk of receiving a higher bid or a lower-
performing contractor.
FISCAL IMPACT:
The fiscal impact for Corpus Christi Water in FY 2025 is $1,854,197.00, with funding
available from the Raw Water Capital Fund. The capital budget includes $1,854,197.00 for
the addition of one new booster pump and one new variable frequency drive (VFD) at the
Mary Rhodes Pipeline Pump Station and utilize the allocated funding outlined in the CIP.
FUNDING DETAIL:
Fund: Raw Water Supply Development Chg CIP (Fund 4481)
Department: Water (45)
Organization: Grants & Capital Projects Funds (89)
Project: Mary Rhodes Pipeline Phase 1 System Improvements Rebid (Project No. E13037)
Account: Construction (550910)
Activity: E13037-01-4481-EXP
Amount: $1,854,197.00
RECOMMENDATION:
Staff recommend approval of this Change Order No. 1 in an amount up to $1,854,197.00 for the
Mary Rhodes Pipeline Phase I Pump System Improvements Project with H&S Constructors, Inc.
to reduce the risk of equipment failure and increase the reliability of the system providing
constant water supply through the Mary Rhodes Pipeline.
LIST OF SUPPORTING DOCUMENTS:
CIP Page
Location and Vicinity
Map Change Order No. 1
DeZURIK.com DeZURIK `, DeZURIK
QUOTATION
To: Environmental improvements, Inc. Date of Quote: 01/21/2025
235 Trademark St Quote Number: QUO163641
Buda TX 78610-3566
United States Project Name: Corpus Christi - Mary Rhodes PS NEW
Invoice Terms: Net45 TRAIN ADDITION
Days Valid: 30 day(s) I.D.(Rep.Use):
Line of Business: 4941 Water Treatment
Delivery Terms: FFA, Prepaid and Allow
Make Order To: DeZURIK, INC.
C/O ENVIRONMENTAL IMPROVEMENTS
INC
1183 BRITTMORE SUITE 100
HOUSTON TX 77043
United States
Joey Justice
Tel/Direct:713.461.1111
jjustice@ei2water.com
Currency and Values expressed in USD ($)
ANY PURCHASE ORDER ISSUED AS A RESULT OF THIS QUOTATION IS SUBJECT TO ALL OF THE MANUFACTURER'S CONDITIONS SET FORTH IN
THIS DOCUMENT HEREOF,REASONABLE CONTRACT LANGUAGE NEGOTIATIONS AND FINAL ACCEPTANCE BY DEZURIK AT SARTELL,MN USA.
UNLESS OTHERWISE NOTED, QUOTATIONS ARE VALID FOR 30 DAYS. UNTIL ACCEPTANCE OF ORDER, QUOTED PRICES AND DELIVERY ARE
SUBJECT TO CHANGE. UNLESS OTHERWISE NOTED, PRICES ARE FIRM FOR SHIPMENT OF GOODS WITHIN 12 MONTHS FROM THE RELEVANT
QUOTATION DATE. OUR PRICES ARE BASED ON CURRENT PRICES FOR MATERIAL. IF A SIGNIFICANT MATERIAL PRICE INCREASE OCCURS
BETWEEN ORDER ACCEPTANCE AND SHIPMENT DATE, GOODS SCHEDULED TO SHIP BEYOND 12 MONTHS OF THE QUOTATION DATE ARE
SUBJECTTO A PRICE ADJUSTMENT BYTHE AMOUNT NECESSARYTO COVER SUCH AN INCREASE.
Line# Cust.Line# Qty Order Code
1 1 9745190
BAW,24,F2,DI,NBRN-NBR,250B,D1-S5,CMC-GS-I2A-HD20
Style: BAW - DeZURIK AWWA C504 3-72"; C516 78" and larger Rubber Seated Butterfly
Valve(BAW)
Size:24-24 Inch (600mm)
End Connection: F2- Flanged Drilling;ASME Class 250/300
Body Material: DI- Ductile Iron
Packing: NBRN -Acrylonitrile Butadiene; Self Adjusting;-20 to 180' F(-29 to 82' C.)
Seat Material: NBR-Acrylonitrile Butadiene;Temperature-20 to 180' F (-29 to 82' C.)
Service Class:250B-AWWA Class 250B
Disc Material:DI -Ductile Iron with 316 Stainless Steel Edge
Shaft Material:S5- 174PH Stainless Steel
Options:CMC-Certificate of Material Conformance
Coating:S30SCO- Interior:8 mils minimum of Blue DeZURIK Epoxy with Standard (SP10).
Exterior:8 mils minimum of Blue Epoxy DeZURIK with Standard (SP10)surface prep
Actuator:GS-12A-HD20-G-Series Handwheel;20 In Dia
Weight(Approx): 1548 Ibs/703 kgs
Min Valve Temperature:-20 Degrees F.
Max Temperature: 180 Degrees F.
2 1 9745191
01/21/2025
Page 1
DeZURIK.com DeZURIK `, DeZURIK
QUOTATION
Line# Cust.Line# Qty Order Code
BAW,30,F2,DI,NBRN-NBR,250B,D1-S5,CMC-GS-I2A-HD36
Style: BAW - DeZURIK AWWA C504 3-72"; C516 78" and larger Rubber Seated Butterfly
Valve(BAW)
Size:30-30 Inch (750mm)
End Connection: F2- Flanged Drilling;ASME Class 250/300
Body Material: DI- Ductile Iron
Packing: NBRN -Acrylonitrile Butadiene; Self Adjusting;-20 to 180' F(-29 to 82' C.)
Seat Material: NBR-Acrylonitrile Butadiene;Temperature-20 to 180' F (-29 to 82' C.)
Service Class:250B-AWWA Class 250B
Disc Material:DI -Ductile Iron with 316 Stainless Steel Edge
Shaft Material:S5- 174PH Stainless Steel
Options:CMC-Certificate of Material Conformance
Coating:S30SCO- Interior:8 mils minimum of Blue DeZURIK Epoxy with Standard (SP10).
Exterior:8 mils minimum of Blue Epoxy DeZURIK with Standard (SP10)surface prep
Actuator:GS-12A-HD36-G-Series Handwheel;36 In Dia
Weight(Approx):2518 Ibs/ 1143 kgs
Min Valve Temperature:-20 Degrees F.
Max Temperature: 180 Degrees F.
5 2 9379177
PEC,1,T1,CI,NBR,CR-LV
Style: PEC-Eccentric Plug Valve, Rectangular Port(AWWA C517)(PEC)
Size: 1 - 1 Inch (25mm);SST Bearings
End Connection:T1 -Threaded NPT Ends
Body Material: Cl - Cast Iron; (.5"-12" (15-300mm) Pressure Rating 175 psi (1210 kPa);
(14"&larger(350mm and larger)Pressure Rating 150 psi (1030 kPa)
Packing: NBR - .5" - 3" Acrylonitrile-Butadiene Reinforced filler in a PTFE U-ring, -20 to
180' F. (-29 to 83' C.); 4" & Larger Acrylonitrile-Butadiene Reinforced V-type , -20 to 250' F.
(-29 to 121° C.)
Plug Facing: CR-Chloroprene;-20 to 180' F.(-29 to 83' C.)
Coating: SBO - Exterior: 4 mils minimum of Blue Epoxy DeZURIK with Standard (SP10)
surface prep
Actuator: LV-Lever; Non-Removable
Weight(Approx):5 Ibs/3 kgs
Min Valve Temperature:-20 Degrees F.
Max Temperature: 180 Degrees F.
Max Valve Pressure: 175 psig
6 2 9745194
AVV,1,140,T1,D1,300A,NBR-S2-S2-S2,CSV-SB 16'DAT
Style:AVV-Air/Vacuum Valve(AVV)
Size: 1 - 1 Inch (25mm)
Body Style: 140-Series 140; .5-3"(15-80mm); NPT Outlet, Same size as inlet
01/21/2025
Page 2
DeZURIK.com DeZURIK `, DeZURIK
QUOTATION
Line# Cust.Line# Qty Order Code
End Connection:T1 -Threaded Inlet NPT
Body Material: DI - Ductile Iron (Nipple and Flange are Carbon Steel for F_N End
Connection)
Cold Working Press: 300A - 11-300 psi; .5"-2" (15-50mm) Valves with T1 or F2N End
Connections
Seating Surface: NBR-Acrylonitrile-Butadiene(NBR)
Trim Material:S2-316 Stainless Steel
Baffle Material:S2-316 Stainless Steel
Float Material:S2-316 Stainless Steel
Options:CSV-Surge Check Valve, Series 1900/1700
Options:SB16-316 Stainless Steel Bolting
Coating: L41LD1 - 12 mils minimum of Blue Fusion Bonded Epoxy on Interior and Exterior
with SP5 Surface Prep
Other Accessories:DAT-Double Acting Throttling Device
Weight(Approx):22 Ibs/ 10 kgs
Min Valve Pressure: 11 psig
Max Valve Pressure:300 psig
7 1 9XXXXXX
VBL,18,SS,F1,Dl,150,ML-DIS5-S2'X*A36507
Style:VBL-AWWA Metal Seated Ball Valve(VBL)
Size: 18- 18 Inch (450mm)
Body Style:SS-Single Seated
End Connection: F1 - Flanged Drilling;ASME Class 150
Body Material: DI- Ductile Iron
Cold Working Press: 150-Class 150 PSI
Body/Adpt Seat Ring:ML- Monel
Shaft Material:DIS5- Ductile Iron Ball and 174PH Stainless Steel
Ball Seat Ring Material:S2-316 Stainless Steel
Coating: S30SCO - 8 mils minimum of Blue DeZURIK Epoxy on Interior and Exterior with
Standard (SP10)surface prep
Actuator:X-Enter your modification here
Weight(Approx):2273 Ibs/ 1032 kgs
Max Temperature:450 Degrees F.
Max Valve Pressure:250 psig
Modification: A36507 - ROTORK IQM25 FA14 B4 [IP68] 208/3/60 57RPM + IW8R/
FA25/384:1 -P/N 1464573
Setup Text: Flow Velocity: 15 Ft/second
Seat Shut-Off Pressure: 120
Total $122,939.85
01/21/2025
Page 3
line
STAIine Waterworks, Inc.
5441 IH37 78408
Corpus Christi, Texas 78403
361-299-2900
Date: January 23rd, 2024
Quote Number: 12325C01
Project Name: Mary Rhodes Pipeline Phase I
Page 1 of 6
To: H&S Constructors
Bid Date: November 21St, 2024
Engineer: 1IDR
STAline Waterworks Contact: Craig D. Brown
STAline Waterworks, Inc., is pleased to offer the attached proposal for the
aforementioned project. Prices in this proposal are firm for acceptance until
January 3111, 2025.4
Prices are quoted F.O.B. Jobsite and as noted.
PROJECT NAME:MARY RHODES PIPELINE PHASE I SYSTEM IMPROVEMENTS-REBID PAGE 1
DATE OF LETTING:JULY 24TH,2024 @ 14:00
PROJECT ENGINEER:HDR
LINE QUANTITY UOM DESCRIPTION UNIT PRICE EXTEND PRICE ITEM TOTAL
10
20 1 EA PUMP SUCTION AWWA C200 STEEL HEADER TO INCLUDE. $26,334.50 $26,334.50
30 1)30"X20"MITERED STEEL REDUCING 90 FLXPE
40 1)30"FLANGE,20')20"PIPE EPDXYCOATED
50 EXTERIOR AND CEMENT LINED
60 1 EA #DJ400 20"RESTRAINED DISMANTLING JOINT $4,579.50 $4,579.50
70 FBE W/304SS BOLTS M11
80 2 EA 30"INSULATED FLG BOLT&l/8"FF PHENOLIC GASK SET $1,564.50 $3,129.00
90 16 EA 1-14"X4-1/8"CAP SCREWS $13.00 $208.00
100 1 EA 20"INSULATED FLG BOLT&1/8"FF PHENOLIC GASK SET $1,265.25 $1,265.25
110 1 EA 20"X4"X.250"HDG 180 PIPE STRAP $785.75 $785.75
120 1 EA 63"X2"X1/4"NEOPRENE PAD $38.75 $38.75
130 4 EA 7/8"X3"316SS KWICK ANCHOR WASH&NUT $20.25 $81.00
140
150 BOOSTER PUMP BY OTHERS
160
170 2 EA 1"X2"304SS NIPPLE $4.55 $9.10
180 2 EA 1"304SS THREADED BALL VALVE $39.65 $79.30
190 2 EA 1"X2"304SS NIPPLE $4.55 $9.10
200 2 EA #S-140C 1"AIR RELEASE VALVE BY OTHERS
210
220 1 EA 1X1/2"304SS HEX BUSHING $9.60 $9.60
230 1 EA 1/2"X3"304SS NIPPLE $4.15 $4.15
240 1 EA 1/2"304SS THREADED BALL VALVE $20.65 $20.65
250 1 EA 1/2"X1/4"304SS HEX BUSHING $3.05 $3.05
260 1 EA 0-200 PSI PRESSURE GAUGE SS 2-1/2"DIAL $29.75 $29.75
270
280 DISCHARGE PIPING
290 1 EA #DJ400 18"RESTRAINED DISMANTLING JOINT $4,052.00 $4,052.00
300 FBE W/304SS BOLTS Ml1
310 1 EA PUMP DISCHARGE AWWA C200 STEEL HEADER TO INCLUDE: $12,667.75 $12,667.75
320 2)18"FLANGES,2')18"PIPE WITH 1"WELD-O-LET,1)18"X24"
330 MITERED STEEL INCREASING 90 FLXFL WITH 1)2"&l)1"WELD-O-LET
340 EPDXYCOATED EXTERIOR AND CEMENT LINED
350 0 EA 18"FLG PUMP CONTROL BALL VALVE WITH BY OTHERS
360 ELECTRIC MOTOR OPERATOR #V112
370 0 EA 24"FLG BUTTERFLY VALVES WITH HDWHEEL BY OTHERS
380 2 EA 24"300#INSULATED FLG BOLT&1/8"FF PHENOLIC GASK SET $1,508.50 $3,017.00
390 8 EA 1-1/8"X3-1/4"304SS CAP SCREWS $10.25 $82.00
400 3 EA 18"300#INSULATED FLG BOLT&1/8"FF PHENOLIC GASK SET $1,265.25 $3,795.75
410
420 CAP EXISTING AIR LINES 1 D 09(2)
430 8 EA 1"GALV COMPRESSION COUPLINGS $14.25 $114.00
440 8 EA 1"x3"GALV TOE NIPPLE $5.75 $46.00
450 8 EA 1"GALV THREADED CAP $2.50 $20.00
460
PROJECT NAME:MARY RHODES PIPELINE PHASE I SYSTEM IMPROVEMENTS-REBID PAGE 2
DATE OF LETTING:JULY 24TH,2024 @ 14:00
PROJECT ENGINEER:HDR
LINE QUANTITY UOM DESCRIPTION UNIT PRICE EXTEND PRICE ITEM TOTAL
470
480 CONTINUED
490 2"DRAIN LINE
500 1 EA 2"X4"304SS NIPPLE $15.60 $15.60
510 1 EA 2"304SS THREADED BALL VALVE $115.65 $115.65
520 1 EA 2"SCH80 PVC MALE ADAPTER $18.15 $18.15
530 20 FT 2"SCH80 P.E.PVC PIPE $4.20 $84.00
540 4 EA 2"SCH80 PVC 90 HXH $18.50 $74.00
550 NO DETAILS
560
570 V208-V211
580 8 EA 18"INSULATED FLG BOLT&1/8"FF PHENOLIC GASK SET $1,265.25 $10,122.00
590
600 DEMOLITION
610 1 EA 30"FLG BOLT&1/8"FLG BOLT&GASK SET $280.75 $280.75
620 1 EA 24"FLG BOLT&1/8"FLG BOLT&GASK SET $215.50 $215.50
630
640 1 WA ESTIMATED FREIGHT TO JOBSITE $1,000.00 $1,000.00
650 $72,306.60
660
670 CUSTOMER NAME:
680 QUOTE ACCEPTED BY:
690 DATE:
700
710 *«************«***«*****«««*NOTE***«****«*««**«***««***«***
720 1.FABRICATED STEEL PIPE AND FITTINGS ARE SPECIAL
730 ORDER,NON-CANCELLABLE,NON-RETURNABLE.
740 2.VALVES,EMOS AND APPURTENANCES ARE
750 SPECIAL ORDER.NON-CANCELLABLE,NON-RETURNABLE.
760 3.BOLTS SETS INCLUDE DOUBLE WASHERS.
770
NOTE
1.PIPE PRICES ARE FIRM FOR ACCEPTANCE WITHIN 15 DAYS
AND SHIPMENT WITHIN 30 DAYS OF LETTING.AFTER 15 AND 30
DAYS,PRICES ARE SUBJECT TO MARKET VALUES.
2,THE BALANCE OF PRICES ARE FIRM FOR 30 DAYS.
3.MATERIALS ARE TO BE SHIPPED IN TRUCKLOAD QUANTITIES TO
THE PROJECT SITE.LESS THAN TRUCK LOAD QUANTITIES MAY/WILL
BE SUBJECT TO FREIGHT CHARGES.
4.ITEMS NOT LISTED ARE NOT QUOTED.
5.ALL MATERIAL QUOTATIONS ARE SUBJECT TO STALINE WATERWORKS,INC.
CREDIT POLICIES AND GENERAL TERMS AND CONDITIONS.
7.PIPE PRICES ARE EXPECTED TO INCREASE APPROXIMATELY 5-10%
PER MONTH THROUGH SUMMER.
8.PRICES CONTAINED HEREIN ARE CONTINGENT UPON AN ORDER FOR THE
COMPLETE PROJECT AS QUOTED.ANY DELETIONS OR SUBSTITUTIONS MAYIWILL
ADJUST THE SALE PRICE OF MATERIALS TO THE CUSTOMER.
9.A FUEL SURCHARGE WILL BE ADDED TO THE PRICE OF COMMODITIES WHEN
APPLICABLE.
10.AS PER THE TERMS AND CONDITIONS OF THE MANUFACTURER'S
STALINE WATERWORKS,INC.REPRESENT,ORDER RELEASES ARE
SUBJECT TO"PRICE IN EFFECT AT THE TIME OF SHIPMENT".
13.STEEL AND STAINLESS STEEL PRICES ARE FIRM FOR 7 DAYS.
14.UNLESS OTHERWISE NOTED,MATERIALS MAY BE OF NON-DOMESTIC MANUFACTURE.
PLEASE ADVISE AS TO IF THIS PROJECT IS D.O.D.OR A.R.R.A.FUNDED.
15.ALL AWWA BRASS SERVICE FITTINGS ARE NSF61 COMPLIANT,
16.THERE WILL BE A$250.00 SUBMITTAL DATA FEE ACCESSED FOR SAME IF REQUIRED.
17.RAW MATERIAL COSTS ARE PROJECTED TO RISE EXPONENTIALLY IN 2024.
ALL MATERIALS MUST BE ORDERED BEFORE THE PRICE EXPIRATION DATE ON THIS
QUOTATION.
18.MATERIAL SAFETY DATA SHEETS ARE AVAILABLE AND FURNISHED UPON REQUEST.
19.DELAYS IN EXCESS OF OVER ONE HOUR FOR UNLOADING TRUCKS AT A JOBSITE
WILL INCUR A $250.00 PER HOUR FEE,BILLABLE IN QUARTER HOUR INCREMENTS.
20.MATERIALS RETURNED FOR CREDIT MUST HAVE BEEN PURCHASED WITHIN THE
PRECEEDING 12 MONTH PERIOD.
21.BECAUSE OF UNCERTAINTIES IN THE MARKET PLACE AND DUE TO THE POSSIBILITY OF
INCREASED TARRIFS ON METALS,DUCTILE IRON PRODUCTS ARE FIRM FOR ACCEPTANCE
AND DELIVERY IN 30 DAYS.THESE PRODUCTS INCLUDE,BUT ARE NOT LIMITED TO:DUCTILE
IRON&STEEL PIPE AND FITTINGS,RESTRAINTS,VALVES.FIRE HYDRANTS,CASTINGS,ETC..
18594 US Hwy. 59
1 New Caney, Texas 77357
Phone: 281-399-9400
Fax: 281-399-4901
Pump Solutions
THIS TRANSMITTAL CONSISTS OF—1—PAGE(S) INCLUDING THIS PAGE.
TO: Daryl Dressman—H&S
FROM: Josh Mizell
DATE: 0 2 /04/2025
RE: Corpus Christi Mary Rhodes Pipeline—ADDITIONAL PUMP
Pump Solutions Inc., is pleased to offer the following equipment for the subject project:
Corpus Christi Mary Rhodes Pipeline
Patterson Pump and Accessories
Qty. 1 Patterson model 20x18 MABS single stage horizontal split case pump rated at 12,500
GPM @ 262 FT TDH at 1180 RPM with the following features:
• Materials of Construction:
• Case: Cast Iron -ASTM A48 Class 40
• Case Rings: ASTM B505-954.
• Impeller: ASTM B148-C95200
• Impeller Rings Aluminum Bronze —ASTM B505-958
• Shaft: Stainless Steel 416
• Shaft Sleeves: Aluminum Bronze -ASTM B505-954
• Drip Rim Base/Coupling/ Guard
• Sealing: Packing
• Motor: 1250 HP, 1200 RPM Motor (TEFC enclosure, 4160/3/60)
• Testing: Unwitnessed Complete Test and Routine Test
• Test: Unwitnessed Hydro and Performance
• Accessories
• 1 x Anchor Bolt Template
• 1 x Set of Anchor Bolts
• 1 x Set of Bearing RTD's
• 1 x Lot of Vibration Equipment
• 2300 VIBRATION MONITOR (4-20mA)
• ACCEL, TOP EXIT, 100 mV/g, Zone 2
• VLMTR CT TWO WIRE CABLE
• Spares
• 1 x Set of Shaft Sleeves
• 1 x Set of O-Rings
• 1 x Set of Pump Bearings
• 1 x Set of Impeller Rings
• 1 x Set of Case Rings
• 1 x Set of Gaskets
• Special Calculations
0 1 x Lot of Level 2 Analysis by MSI
Signature: Sa� ��Gll?�fLl?�IOL fL�
S—h B—k-h-fer(A pr3,202 0939 CDT)
Email: sarahb@cctexas.com
E13037 Change Order 1
Final Audit Report 2025-04-03
Created: 2025-04-03
By: Jana Rodriguez Qanar@cctexas.com)
Status: Signed
Transaction ID: CBJCHBCAABAACKDXtr3PULgYcDSMDDbkSAK-jHeg03kp
"E13037 Change Order 1 " History
Document created by Jana Rodriguez Qanar@cctexas.com)
2025-04-03-2:20:01 PM GMT
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