Date: 7/28/2022 Page 1 of 2
PROJECT DESCRIPTION:
PROJECT NO: NIB 21-012CA, 2018-11 PURCHASE ORDER NO: P21893 CONTRACTOR: Pacific HydroTech Corporation JL NO:
DESCRIPTION OF CHANGES AND/OR EXTRA WORK:
5. Change 24" sewerline pipe material from PVC to VCP.
ITEM U/M QUANTITY UNIT PRICE TOTAL
1 LS 1.00 ($23,077.32) ($23,077.32)
2 LS 1.00 $2,081.04 $2,081.04
3 LS 1.00 $8,291.31 $8,291.31
4 LS 1.00 ($26,265.03) ($26,265.03)
5 LS 1.00 $11,302.23 $11,302.23
TOTAL ESTIMATED PRICE FOR THIS CHANGE ORDER: ($27,667.77) JUSTIFICATION:
Item 1
Item 2
Item 3
Item 4
This document shall become an amendment to the Contract and all provisions of the Contract will apply hereto. This Change Order constitutes a complete and final resolution of all claims of the Contract for additional time or additional compensation related to or affected by work that is the subject of this Change Order. Quantities of items other than Lump Sum are not to exceed the amounts indicated.
Response to RFI 014, additional cost for Pac Hydro to complete the following listed as additional work:
Overex 1' below finish grade, place geotextile fabric on native soil, backfill with 1' of 3/4" crushed rock (per Submittal 105), settle crushed rock with a vibrating pate, "burrito" wrap the crushed rock with the geotextile fabric (all encompassing).
CITY OF CORONA
The Contractor is hereby directed to make the herein described changes from the plans and specifications and/or perform the following described work not included in the Plans and Specifications for this project.
WRF3 Sewer Lift Station
Department of Water and Power
CONTRACT CHANGE ORDER NO. 5
Construct a sewer lift station.
69880572
1. Delete 690 lineal feet of 1.5" reclaimed waterline.
4. Delete sewer manholes on the new 24" gravity sewerline installation.
2.Additional cost of removing unforeseen slurry encasement on existing 24" gravity sewerline while constructing new sewer manhole 6A.
3. Additional cost of removing large cobbles at the base of the 27 feet deep excavation to build the new concrete lift station structure.
DESCRIPTION
Deletion of 690 lineal feet of 1.5" reclaimed waterline.
Credit to City. City direction the 1.5" Reclaim Water Line was revised to an 8" Potable Water alignment providing a credit for the deletion in scope of work for the Reclaimed Water Line including materials and pavement work associated with the removed installation work.
A time extension of 87 working days, from project completion date of July 29, 2022, is granted to be complete the project. The time extension of 45 days granted in CCO # 1 corrected an administrative error in the purchase order and did not affect the original completion date.
Additional cost of removing unforeseen slurry
encasement on existing 24" gravity sewerline while
constructing new sewer manhole 6A.
Credit to City. Alternative routing for the 24" Gravity Sewer Line due to existing utility conflicts. The reroute deleted two sewer manholes and the credit encorporates the cost for the additional 24" SDR PVC Pipe and trench backfill materials.
Additional cost of removing large cobbles at the base of the 27 feet deep excavation to build the new concrete lift station structure.
Deletion of two sewer manholes on the new 24" gravity
sewerline installation.
24" gravity sewerline pipe material change from PVC to
VCP since PVC was not available to purchase.
On June 23, 2022, unforeseen slurry encasement around existing 24" gravity sewer main was found when potholing to prepare for the excavation at Manhole 6A. Direction to proceed with T&M for the demolition of the encasement.
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D Date: 7/28/2022 Page 2 of 2
Item 5
CCO # Amount % Date Approved
1 $9,359.75 0.18%
2 $130,394.49 2.50%
3 $28,082.74 0.54%
4 $318,490.00 6.12%
5 ($27,667.77) -0.53%
Total $458,659.21 8.81% Number of days impacting the schedule. $5,666,755.21
Original Completion Date: 2/8/2022 Revised Completion Date: 7/29/2022 AUTHORIZATION BY CITY:
Recommended for approval by:
Date: __________ ________________________________Date: __________ Steve Patterson Serena Hinojosa
Consultant Construction Manager Project Manager
Approved by:
Date: __________ ________________________________Date: __________ Mohammed Ibrahim, P.E. Savat Khamphou
Public Works Director & City Engineer
Date: __________
Tom Moody
ACCEPTANCE BY CONTRACTOR:
Greg Chehey Project Manager
Accepted by: ______________________________________________Title: ____________________________ (Please print name and title)
Signature: ______________________________________________Date: ____________________________ We, the undersigned Contractor, have given careful consideration to the above described changes and/or extra work and hereby agree that said work is the subject of this Change Order. Quantities of items other than Lump Sum are not to exceed the amounts indicated.
____________________________
171
Date Started: 01/4/2021
____________________________
____________________________
Original Contract Amount: $5,208,096.00
45 5/5/2021
On September 17, 2021 a Letter was submitted to the City by Pac Hydro in regards to lead times on purchasing 24" PVC sewer pipe material availability. Options were provided and the alternative to use 24" VCP pipe material. On September 21, 2021 a response letter was submitted by AKM stating the City agrees to pay up to $11,302.23 for the revised VCP material.
0 87
CONTRACT VARIANCE SUMMARY
Senior Engineer
Revised Contract Amount:
Time Working Days
84 0
6/9/2021
6/23/2021
6/24/2021
Director of Utilties
7/29/2022
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D 7/29/2022
7/29/2022 8/1/2022
8/1/2022 8/2/2022
8/8/2022
PACIFICHYDROTECHCORPORATION
314 E. 3RD ST, PERRIS, CA 92570
(951) 943-8803 FAX (951) 943-1093
August 2, 2021
City of Corona
755 Public Safety Way
Corona, CA 92880
Attn: Vernon Weisman
Reference: WRF-3 Lift Station Project
Project No. 2018-11
Subject: 1.5” RW Line Credit
Mr. Weisman:
Per site discussions, and City direction, the 1.5” RW line has been changed to PW, and the routing has been amended so this line is connected to the new 8” PW service as shown in the alternative routing drawing.
Per the attached drawing, PHC has chose to proceed with the routing per Option 01.
Please review the proposed credit for this work below:
1-1/2” RW Line Credit....................................................................................... $(23,077.32) Scope of work detailed above includes all necessary tax and mark up, including bonds and insurance.
See attached for breakdown, and backup documents.
Sincerely,
PACIFIC HYDROTECH CORPORATION
Dustin Chehey
Project Coordinator
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D PHC Job: C2024 COST PROPOSAL
RW Line Credit
Printed: 8/2/2021
RW Line Credit
Installation of 1.5" RW Line Credit
Qty Item UM Rate Total
-1 Install & Backfill RW Line Credit 690 LF $ 22.40 $ (15,456.00) Installation of 1.5" RW Line Credit $ (15,456.00)
MATERIAL
Qty Item UM Rate Total
-1 1.5" Copper Pipe & Fittings 690 LF $ 5.57 $ (3,843.30) -1 Sand Bedding LS $ 300.00 $ (300.00)
-1 1.5" RW Pressure Reducer 1 QTY $ 786.13 $ (786.13)
1 1.5" PW RP Backflow (NEW) 1 QTY $ 1,018.24 $ 1,018.24 1 1.5" RP Backflow Enclosure (NEW) 1 QTY $ 639.87 $ 639.87 MATERIAL $ (3,271.32)
OTHER
Qty Item UM Rate Total
-4 Saw Cut AC Pavement Hrs $ 175.00 $ (700.00)
-1 Dispose Excess Mtl Load $ 250.00 $ (250.00)
OTHER $ (950.00)
SUB
Qty Item UM Rate Total
-1 AC Pave Trench Line LS $ 3,400.00 $ (3,400.00)
SUBCONTACTOR $ (3,400.00)
Subtotal All Items $ (23,077.32)
Total for RW Line Credit $ (23,077.32)
1.5in RW Line Credit Worksheet WRF-3 Lift Station Page 1 of 1 DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
REMOVE FROM CONTACT
Distance:
5 ft
W
RPPD
PW PW
PW
1-1/2" PW Service Per City STD 409w/ 1-1/2 " Reduce Pressure Principle BackflowDevice Per City STD 428 OPTION 01
OPTION 02
Revised 1.5 inch Water Service
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
REMOVE FROM CONTACT
Distance:
5 ft
W
RPPD
PW PW
PW
1-1/2" PW Service Per City STD 409w/ 1-1/2 " Reduce Pressure Principle BackflowDevice Per City STD 428 OPTION 01
OPTION 02
Revised 1.5 inch Water Service
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
PACIFICHYDROTECHCORPORATION
314 E. 3RD ST, PERRIS, CA 92570
(951) 943-8803 FAX (951) 943-1093
August 2, 2021
City of Corona
755 Public Safety Way
Corona, CA 92880
Attn: Vernon Weisman
Reference: WRF-3 Lift Station Project
Project No. 2018-11
Subject: Gravity Sewer Slurry Encasement T&M
Mr. Weisman:
On 6/23/21 PHC was excavating for Manhole 6A, and when potholing for the end of the existing 24” Gravity Sewer line found the pipe was encased in unforeseen slurry encasement. PHC was advised to proceed on T&M for the demo to the encasement with the understanding that this is disputed work, and will be reviewed by the City.
Please review the proposed T&M cost below:
Gravity Sewer Slurry Encasement T&M................................................................ $2,081.04 Scope of work detailed above includes all necessary tax and mark up, including bonds and insurance.
See attached for breakdown, and backup documents.
Sincerely,
PACIFIC HYDROTECH CORPORATION
Dustin Chehey
Project Coordinator
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
COST PROPOSAL
(Changed Condition)
Gravity Sewer Encasement T&M Printed: 8/2/2021
Gravity Sewer Concrete Encasement T&M
PHC Labor
Qty Item Hours Rate Total
6 Laborer 16 $ 72.75 $ 1,164.00
Labor $ 1,164.00
PHC Equipment
Qty Item Hours Rate Total
1 Loader 3 $ 35.00 $ 105.00
1 Excavator 3 $ 150.00 $ 450.00
1 Job Truck 3 $ 25.00 $ 75.00
Equipment $ 630.00
Subtotal $ 1,794.00
15.0% PHC Markup $ 269.10
1.0% Bonds/Ins. $ 17.94
Total for Cable Railing Fence $ 2,081.04
PHC Job: C2024 WRF-3 Lift Station Page 1 of 1
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
TIME & MATERIALS SHEET
DATE
Job# 25-Jun-21
NAME S M T W TH F COMMENTS
Roger Morehart 1.5 1.5 Break away slurry from existing 24’’ gravity sewer line Brendon Whipple 1.5 1.5 ‘’ ‘’’
Luis Valladolid 1.5 1.5 ‘’ ‘’
Dennis Vahitov 1.5 1.5 ‘’ ‘’
Moises Cervantes 1.5 1.5 ‘’ ‘’
Diego Tapia 1 ‘’ ‘’
EQUIPMENT S M T W TH F COMMENTS
Truck T-182 1.5
Hitachi zw 180 1.5 1.5 Standby
Hitachi Zaxis 345 1.5 1.5 Standby
Hilti te 3000-avr 1.5 Replacement cost $2858.00
Hilti te 3000-avr 1.5
‘’ ‘’
S I g n a t u r e s
C2024
Demolition Hammer Demolition Hammer Excavator
Loader
2021 06 025 , Received on 6/24/2021, AKM Steve Patterson: Verification of Time, Material and Equipment used only. AKM observed the existing 24 inch Gravity Sewer at the proposed Gravity Sewer POC as having a sand, cement slurry (slurry) in the Pipe Zone. PHC notified AKM of the following, that the slurry is not shown on the plans and therefore is a changed condition.
In an effort to keep the project moving forward, AKM stated that this is disputed work, it was discussed and understood that the time, material and equipment used to remove and handle the slurry will be documented and reconciled in writing daily.
AKM has no objections to the stipulated time, materials and equipment used only.
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
PACIFICHYDROTECHCORPORATION
314 E. 3RD ST, PERRIS, CA 92570
(951) 943-8803 FAX (951) 943-1093
August 13, 2021
City of Corona
755 Public Safety Way
Corona, CA 92880
Attn: Vernon Weisman
Reference: WRF-3 Lift Station Project
Project No. 2018-11
Subject: Structure Subgrade Overex & Backfill
Mr. Weisman:
REVISED PER INITIAL COMMENTS FROM AKM (8/13/21)
Revisions include showing credit for labor/equipment/material for the deletion of the 4” sand directly under the foundation. Also, adjusted quantity of crushed rock.
Per the response to RFI 014, PHC offers the following for the change in subgrade preparation.
As noted in the RFI, PHC will complete the subgrade in the following steps. • Overex 1’ below finish grade
• Place Geotextile Fabric on native soil
• Backfill with 1’ of ¾” Crushed Rock (per SUBM 105)
• Settle Crushed Rock with a Vibrating Pate
• “Burrito” Wrap the Crushed Rock with the Geotextile Fabric (all encompassing) Please review the proposed additional cost below:
Structure Subgrade Overex & Backfill................................................................... $8,640.86 Scope of work detailed above includes all necessary tax and mark up, including bonds and insurance.
See attached for breakdown.
Sincerely,
PACIFIC HYDROTECH CORPORATION
Dustin Chehey
Project Coordinator
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D PHC Job: C2024 COST PROPOSAL
Stucture Subgrade & Backfill
Printed: 8/13/2021
Structure Subgrade Over-Ex & Backfill
LABOR (For Structure Over-Ex & Backfill)
Qty Item Hours Rate Total
1 Foreman 8 $ 93.50 $ 748.00
1 Operator 8 $ 93.50 $ 748.00
2 Laborer 16 $ 72.75 $ 2,328.00
LABOR (For Structure Over-Ex & Backfill) $ 3,824.00
EQUIPMENT (For Structure Over-Ex & Backfill)
Qty Item Hours Rate Total
1 Job Truck 8 $ 39.12 $ 312.96
1 Excavator 8 $ 150.00 $ 1,200.00
1 Vibrating Plate 2 $ 9.32 $ 18.64
EQUIPMENT (For Structure Over-Ex & Backfill) $ 1,531.60 MATERIAL (For Structure Over-Ex & Backfill)
Qty Item UM Rate Total
1 Geotextile Fabric LS $ 606.09 $ 606.09
100 Crushed Rock (100 Tons) TONS $ 24.43 $ 2,443.00
MATERIAL (For Structure Over-Ex & Backfill) $ 3,049.09
OTHER (For Structure Over-Ex & Backfill)
Qty Item UM Rate Total
1 Dispose Excess Mtl Load $ 250.00 $ 250.00
OTHER (For Structure Over-Ex & Backfill) $ 250.00
LABOR (Credit For Sand Install)
Qty Item Hours Rate Total
-1 Foreman 2 $ 93.50 $ (187.00)
-1 Operator 2 $ 93.50 $ (187.00)
-2 Laborer 4 $ 72.75 $ (582.00)
LABOR (Credit For Sand Install) $ (956.00)
EQUIPMENT (Credit For Sand Install)
Qty Item Hours Rate Total
-1 Job Truck 2 $ 39.12 $ (78.24)
-1 Excavator 2 $ 150.00 $ (300.00)
-1 Vibrating Plate 2 $ 9.32 $ (18.64)
EQUIPMENT (Credit For Sand Install) $ (396.88)
MATERIAL (Credit For Sand Install)
Qty Item UM Rate Total
-25 Sand Credit (25 Tons) TONS $ 15.81 $ (395.25)
MATERIAL (Credit For Sand Install) $ (395.25)
Subtotal All Items $ 6,906.56
Markup for Labor, Equipment, Material, Other 15.0% $ 1,298.20 Bonds & Insurance 1.0% $ 86.55
Total for Structure Subgrade Over-Ex & Backfill $ 8,291.31 Structure Subgrade Backfill Worksheet - R1 WRF-3 Lift Station Page 1 of 1 DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
PACIFICHYDROTECHCORPORATION
314 E. 3RD ST, PERRIS, CA 92570
(951) 943-8803 FAX (951) 943-1093
August 16, 2021
City of Corona
755 Public Safety Way
Corona, CA 92880
Attn: Vernon Weisman
Reference: WRF-3 Lift Station Project
Project No. 2018-11
Subject: Manhole Deletion Credit
Mr. Weisman:
During the discussions of the alternate routing for the utilities, it was decided to reroute the 24” Gravity Sewer Line due to existing utility conflicts. See attached markups that reflect these conflicts.
With this rerouting, PHC and the City agreed to delete 2(QTY) manholes (STA 1+80.00 & STA 2+03.00).
PHC offers the credit of each manhole per Bid Item #37. Please note with this credit PHC will have to purchase additional 24” SDR PVC Pipe and trench backfill materials.
Please review the proposed credit for this work below:
Manhole Deletion Credit .................................................................................. $(26,265.03) Scope of work detailed above includes all necessary tax and mark up, including bonds and insurance.
See attached for breakdown, and backup documents.
Sincerely,
PACIFIC HYDROTECH CORPORATION
Dustin Chehey
Project Coordinator
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D PHC Job: C2024 COST PROPOSAL
Manhole Deletion Credit
Printed: 8/16/2021
Manhole Deletion Credit
Manhole Deletion Credit
Qty Item UM Rate Total
-2 Installation of 6' Manhole (Bid Item #37) 1 EA $ 13,600.00 $ (27,200.00) Manhole Deletion Credit $ (27,200.00)
MATERIAL (Adder for Additional 24" Pipe)
Qty Item UM Rate Total
12 24" SDR PVC 1 LF $ 54.95 $ 659.43
6 3/4" Crushed Rock 1 TONS $ 24.43 $ 146.58
MATERIAL (Adder for Additional 24" Pipe) $ 806.01
Subtotal All Items $ (26,393.99)
Markup for Labor, Equipment, Material, Other (ADDER ONLY) 15.0% $ 120.90 Bonds & Insurance (ADDER ONLY) 1.0% $ 8.06
Total for Manhole Deletion Credit $ (26,265.03)
Manhole Deletion Credit Worksheet WRF-3 Lift Station Page 1 of 1 DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
PACIFICHYDROTECHCORPORATION
314 E. 3RD ST, PERRIS, CA 92570
(951) 943-8803 FAX (951) 943-1093
September 17, 2021
City of Corona
755 Public Safety Way
Corona, CA 92880
Attn: Vernon Weisman
Reference: WRF-3 Lift Station Project
Project No. 2018-11
Subject: Change of Gravity Sewer Pipe Material Due to Availability Mr. Weisman:
Due to ongoing volatility of the PVC Pipe material availability and production due to the pandemic and natural disasters, PHC is requesting a change of material from the specified and approved 24” SDR 26 PVC Pipe to either 26” DR 32.5 HDPE Pipe or 24” VCP Pipe.
Attached is a letter from JM Eagle stating the difficulties these manufacturers have been dealing with during these unprecedented times.
Option 1: 26” DR 32.5 HDPE Pipe with Electrofusion Couplings The proposed 26” HDPE Pipe will have an ID of just over 24” (24.304”), so this material will be able to provide the same anticipated design flow of the originally designed 24” SDR 26 pipe.
The proposal below is for the material difference, and additional labor and equipment to assist the Electrofusion technicians install the EF Couplings. Per the EF manufacturer, they require their techs to install these couplings to avoid any potential incorrect installation that might make the pipe fail in the future. This assistance would be to help the techs lift and prep the pipe ends for the fusion process.
Price Increase to Switch from SDR PVC to HDPE ..................................................................$59,229.85 Option 2: 24” VCP
PHC requests a change order to procure this material ASAP. The proposal below is for the material difference, and additional labor for installing the 24” VCP. This additional work proposal is based off PHC’s bid estimate of the quantity and type of labor and equipment estimated to install the 24” PVC. PHC is estimating 1(QTY) additional work week beyond our original estimate to install this type of pipe.
The additional time is being requested due to the additional effort that will be needed to install the shorter 6’ sections of VCP pipe.
Please note the VCP material currently has a lead time of 5-6 weeks, which would work in our schedule, but would need to order quickly to get into the production queue before the lead time increases.
Price Increase to Switch from SDR PVC to VCP.....................................................................$45,342.23 See attached for breakdown, and backup documents.
Sincerely,
PACIFIC HYDROTECH CORPORATION
Dustin Chehey – Project Coordinator
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
COST PROPOSAL
(HDPE Pipe)
Switch to HDPE Pipe Material Printed: 9/17/2021
Option 1: Change of Materials to HDPE from SDR 26 PVC Pipe HDPE Pipe Breakdown
Labor
Qty Item Hours Rate Total
2 PHC Labor to Assist Tech 32 $ 72.75 $ 4,656.00
2 PHC Operator to Assist Tech 16 $ 93.50 $ 2,992.00
1 PHC Foreman to Assist Tech 32 $ 93.50 $ 2,992.00
1 EF Coupling Install Tech 4 DAYS $ 1,355.00 $ 5,420.00 Labor $ 16,060.00
Equipment
Qty Item Hours Rate Total
2 Excavator 16 $ 150.00 $ 4,800.00
1 Job Truck 32 $ 39.12 $ 1,251.84
Equipment $ 6,051.84
Material
Qty Item UM Rate Tax Rate Total W/ Tax
320 26" DR 32.5 HDPE Pipe LF $ 70.00 7.75% $ 24,136.00
6 26" EF Coupling EA $ 2,125.00 7.75% $ 13,738.13
1 Est. Freight LS $ 13,000.00 0% $ 13,000.00
HDPE Pipe Material $ 50,874.13
Subtotal $ 72,985.97
Total for Adder for HDPE Pipe $ 72,985.97
Credit for 24" SDR 26 PVC Pipe
Material
Qty Item UM Rate Tax Rate Total
(306) 24" SDR 26 PVC Pipe LF $ 50.82 7.75% $ (16,756.12) Subtotal $ (16,756.12)
Total for Credit for 24" SDR 26 PVC Pipe $ (16,756.12)
GRAND TOTAL EXTRA WORK $ 56,229.85
PHC Job: C2024 WRF-3 Lift Station Page 1 of 2
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D Quote Number
Quote Date
Page
Bill To: Ship To:
Expiration Date
PACIFIC HYDROTECH CORP
314 E. 3RD STREET
PERRIS, CA 92570
35023451
09/16/21
1 of 1
117481
PACIFIC HYDROTECH CORP
314 E. 3RD STREET
PERRIS, CA 92570 09/23/21
Quotation
35,150.00 2,724.13 0.00 37,874.13
Quote Total
US $
Sales tax will be charged based on the ship to address at the time of invoice if there is no tax certificate on file. Accepted By:
Printed Name:
Date:
1 2
ISCO Standard Terms and Conditions apply. Please visit http://www.isco-pipe.com/terms-and-conditions.aspx 100 WITHERSPOON ST * LOUISVILLE, KY 40202
Freight amount in this quote is an estimate only. Actual freight terms and charges will be determined at the time the order is placed. 800-345-4726
Merchandise Total Tax(1) Freight(2)
Qty# UM Description Each Extended
Ship Via
Payment Terms
Freight Terms Sales Rep
PREPAID AND ADD ACCOUNTS PAYABLE
NET 30
Contact
Customer Job/Project Name
Best Way
SOUTHERN CALIFORNIA
MEGAN SELLERS
Written By
Additional Info
Product
1 20 FT 10263210 26" DR 32.5 IPS PIPE HDPE 70.00 1,400.00 2 300 FT 10263210 26" DR 32.5 IPS PIPE HDPE 70.00 21,000.00 3 6 EA 56260010 26" IPS ELECTROFUSION COUPLING TEGA 2125.00 12,750.00 RATED FOR DR 32.5
This product is subject to the terms and conditions of the Large Diameter Electrofusion Agreement. A copy of this
Agreement must be executed prior to shipment.
Rate
4 1 EA 72303100 FUSION TECH PREVAILING WAGE MON - FRI, 8 HOURS OR 1180.00 5 1 EA 72300900 DAILY TECHNICIAN TRAVEL/ PER DIEM 175.00 ESTIMATED PIPE FREIGHT IS $13,000--COUPLINGS ARE FOB
ORANGE PARK, FL
ALL ITEMS ARE IN STOCK & SUBJECT TO PRIOR ORDER.
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D
COST PROPOSAL
(VCP Pipe)
Switch to VCP Pipe Material Printed: 9/17/2021
Option 2: Change of Materials to VCP from SDR 26 PVC Pipe VCP Pipe Breakdown
Labor
Qty Item Hours Rate Total
4 Laborer 40 $ 72.75 $ 11,640.00
2 Operator 40 $ 93.50 $ 7,480.00
1 Foreman 40 $ 93.50 $ 3,740.00
Labor $ 22,860.00
Equipment
Qty Item Hours Rate Total
1 Excavator 40 $ 150.00 $ 6,000.00
1 Job Truck 40 $ 39.12 $ 1,564.80
1 Loader 40 $ 90.38 $ 3,615.20
Equipment $ 11,180.00
Material
Qty Item UM Rate Tax Rate Total W/ Tax
306 24" VCP LF $ 83.00 7.75% $ 27,366.35
1 Freight LS $ 692.00 0.00% $ 692.00
VCP Pipe Material $ 28,058.35
Subtotal $ 62,098.35
Total for VCP Pipe Breakdown $ 62,098.35
Credit for 24" SDR 26 PVC Pipe
Material
Qty Item UM Rate Tax Rate Total
(306) 24" SDR 26 PVC Pipe LF $ 50.82 7.75% $ (16,756.12) Subtotal $ (16,756.12)
Total for Credit for 24" SDR 26 PVC Pipe $ (16,756.12)
GRAND TOTAL EXTRA WORK $ 45,342.23
PHC Job: C2024 WRF-3 Lift Station Page 1 of 1
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D Contact: Dustin Chehey Cell: (760) 250-5624
10 100010766 306 FT 83.00 25,398.00
24" x 6' VCP SS (51 EA) /1 FT
20 900010787 1EA 692.00 692.00
FREIGHT CHARGE Small Pipe
----------------------------
Material Total 26,090.00
Total Tax Amount 1,968.35
----------------------------
Total Amount USD $ 28,058.35
Customer Address 1040984
PACIFIC HYDROTECH CORPORATION
314 E. 3RD STREET
PERRIS CA 92570-2225
Phone: 951-943-8803
Shipping Address 1040984
PACIFIC HYDROTECH CORPORATION
314 E. 3RD STREET
PERRIS CA 92570-2225
Phone: 951-943-8803 Fax: 951-943-1093
Item Material / Description Quantity Unit Price Amount
Quotation Details
PABCO Clay Products, LLC The quantities listed are intended for bidding purposes only, as a service to our clients. Gladding McBean - Lincoln does not guarantee the accuracy of the materials listed herein. The customer has full responsibility to do a complete take-off to determine the suitability of their quotation to the job drawings and specifications. This is a firm quotation for the materials listed herein only.
Gladding McBean - Lincoln Quotation
601 7th Street
LINCOLN,CA
95648-1828
Phone 1-800-776-1133
Fax 1-916-645-1723
E-mail PABCOClayCustomerServiceInquiry@
Information
Quotation No. 51657202
Document Date 09/17/2021
Job Name
Purchase Order No. 2024 WRF 3 LS - 24"
Purchase Order Date 09/17/2021
Incoterms Plant Vndr-FOB Dest, Frt PPD
Delivery Date 06/29/2021
Payment Terms NET 30 DAYS FROM INVOICE DATE
Net weight 63,240 LB
Salesperson SO. CAL. PIPE SALES
Entered by F Barralaga
These prices quoted herein are valid if accepted by
09/17/2021 and shipped by 10/18/2021.
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D 24" SDR 26 PVC Pipe Original Bid Price
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D 1 | P a g e
AKM Consulting Engineers
553 Wald Water Resources
Irvine, CA 92618 Infrastructure
Telephone: 949.753.7333 Construction Management
Facsimile: 949.753.7320
www.akmce.com
September 21, 2021
Pacific HydroTech Corporation
314 E. Third St.
Perris, Ca. 92570
Attn: Mr. Greg Chehey
Project Manager
Subject: Change Order Request No. 011 (PCO 011) – Gravity Sewer Pipe Material Change Request
AKM and the City of Corona are in receipt of the above entitled Change Order Request.
Following a careful review of all provided documents and all available information related to the matter, we offer the following.
As you are aware, the project Notice to Proceed for the Project was provided to Pacific Hydrotech Corporation (PHC) on December 9, 2020. Submittal No. 041 – SDR 26 PVC Pipe was provided by PHC on December 30, 2020 and returned by the City marked with a favorable review, “Accepted as Noted”, on January 18, 2021. It was not until June 29, 2021, 5 months following resolution of the submittal, that the City was made aware of a specific supply issue with the PVC pipe material. Since the time of the notification, the City and AKM have faithfully partnered with PHC to explore and evaluate different piping options for the gravity sewer pipe to assist in expediting procurement of pipe material. The City also realigned the sewer, resulting in reduced effort and cost to PHC, without compensation to the City.
It is the City’s position that the material was not timely ordered following submittal resolution. Considering that the effects of the COVID-19 Pandemic on construction material supply chains were well known at the time of the bid, and issuance of the Notice to Proceed, the City does not consider this matter out of the reasonable control of PHC. In the spirit of cooperation, the City will agree to compensate PHC $11,302.23 DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D 2 | P a g e
for the additional cost of the VCP pipe relative to the PVC pipe; however no additional compensation will be provided for installation of the pipe.
Please proceed with ordering the VCP material forthwith to avoid any further procurement delays.
Please contact the undersigned if you have questions and/or concerns.
Thank you,
Emin Kayiran
Director of Construction Management
DocuSign Envelope ID: 14259BE3-7576-4AB7-91D7-69DF0366B54D