HomeMy WebLinkAbout02.13.2025 TIRZ agenda packet
Agendas and Agenda Materials
Meetings of the Boards of Directors
La Porte
Redevelopment Authority
La Porte Tax Increment
Reinvestment Zone
February 13, 2025
*Persons with disabilities who plan to attend this meeting and would like to request auxiliary aids or services are requested to contact the Authority’s Administrator at (713) 595-1200 at least three business days
prior to the meeting so that the appropriate arrangements can be made. Pursuant to V.T.C.A Government Code, Chapter 551, as amended, the Board of Directors may convene in closed session to receive advice
from legal counsel and discuss matters relating to pending or contemplated litigation, personnel matters, gifts and donations, real estate transactions, the deployment, or specific occasions for the implementation
of, security personnel or devices and or economic development negotiations .
NOTICE OF JOINT MEETING OF LA PORTE REDEVELOPMENT AUTHORITY
AND THE LA PORTE TAX INCREMENT REINVESTMENT ZONE
NOTICE is hereby given of the joint meeting of the La Porte Redevelopment Authority and La Porte Tax Increment Reinvestment Zone
to be held Thursday, February 13, 2025, at 6:00 p.m. in the City Council Chambers at City Hall, 604 West Fairmont Parkway,
La Porte, Texas, open to the public, to consider, discuss, and adopt such orders, resolutions or motions, and take direct actions as may
be necessary, convenient, or desirable, with respect to the following matters:
AGENDA
1. Determine Quorum; and Call to Order.
2. Receive public comments.
3. Accept Oath of Office and Sworn Statement of newly appointed board member DeeAnne Thomson, Position 8.
4. Approve Minutes of the joint La Porte Redevelopment Authority and La Porte Tax Increment Reinvestment Zone meeting
held on January 9, 2025.
5. Gauge Engineering:
a. M Street Improvements:
i. Consider Change Order No. 1, M Street Improvements, from Carter Construction LLC.
ii. Consider Pay Application No. 10 (FINAL), M Street Improvements, from Carter Construction LLC.
b. Lakes at Fairmont Green Detention.
i. Receive analysis and consider options.
c. 16th Street Intersection
i. Consider Gauge Engineering Task Order for preliminary engineering report and detailed design
services.
6. Receive Bookkeeper’s Report and consider approval or other action regarding authority invoices.
7. Receive updates from the city, developers, and staff about development within the Zone.
8. Board member comments.
a. Matters appearing on agenda; and
b. Inquiry of staff regarding specific factual information or existing policy.
9. Adjournment.
In compliance with the American Disabilities Act, the City of La Porte City will provide for reasonable accommodations for pe rsons attending public
meetings. To better serve attendees, requests should be received 24 hours prior to the meetings. Please cont act the City Secretary, at 281-470-5019 or
TDD 281-471-5030. A possible quorum of City Council members may be present at this meeting and participate in discussions but will take no action.
_________________________
David W. Hawes, Zone Administrator
LA PORTE REDEVELOPMENT AUTHORITY,
CITY OF LA PORTE, TEXAS
AGENDA MEMORANDUM
TO: La Porte Redevelopment Authority Board of Directors
FROM: Zone Administrator
SUBJECT: Agenda Item Materials
LA PORTE REDEVELOPMENT AUTHORITY
c/o Hawes Hill & Associates LLP
P.O. Box 22167
Houston TX 77227-2167
713-595-1200 or FAX 281-888-6314
3. Accept Oath of Office and Sworn Statement of newly appointed board member DeeAnne Thomson,
Position 8.
LA PORTE REDEVELOPMENT AUTHORITY,
CITY OF LA PORTE, TEXAS
AGENDA MEMORANDUM
TO: La Porte Redevelopment Authority Board of Directors
FROM: Zone Administrator
SUBJECT: Agenda Item Materials
LA PORTE REDEVELOPMENT AUTHORITY
c/o Hawes Hill & Associates LLP
P.O. Box 22167
Houston TX 77227-2167
713-595-1200 or FAX 281-888-6314
4. Approve Minutes of the joint La Porte Redevelopment Authority and La Porte Tax Increment
Reinvestment Zone meeting held on January 9, 2025.
MINUTES OF THE JOINT MEETING OF THE
LA PORTE REDEVELOPMENT AUTHORITY and
LA PORTE TAX INCREMENT REINVESTMENT ZONE
BOARD OF DIRECTORS
January 9, 2025
DETERMINE QUORUM; CALL TO ORDER.
The Board of Directors of the La Porte Redevelopment Authority, City of La Porte, Texas, and La Porte
Tax Increment Reinvestment Zone, held a regular joint meeting, open to the public, on Thursday,
January 9, 2025, at 6:00 p.m., in the Council Chambers of City Hall, 604 West Fairmont Parkway, La
Porte, Texas, and the roll was called of the duly appointed members of the Board, to-wit:
Position 1 Peggy Antone, Secretary Position 6 Mark Goodwin, Chairman
Position 2 Barry Beasley Position 7 Mercy Estrada
Position 3 Alton Porter Position 8 DeeAnne Thomson
Position 4 Kent Remmel Position 9 Kristen Lee, Asst. Secretary
Position 5 Nicole Havard
and all of the above were present, with the exception of Directors Beasley and Thomson, thus
constituting a quorum. Also present were David Hawes, Naina Magon and Linda Clayton, Hawes Hill
& Associates, LLP; Matt Daeumer, Haley Bower, Sherry Rodriguez and Tiffaney Bradley, City of La
Porte; Jon Durnell, McCall Gibson Swedlund Barfoot PLLC; Muhammad Ali, Gauge Engineering; Gloria
Brutscher; and David Williams. Chairman Goodwin called the meeting to order at 6:00 p.m.
RECEIVE PUBLIC COMMENTS.
There were no public comments.
APPROVE MINUTES OF THE JOINT LA PORTE REDEVELOPMENT AUTHORITY AND LA PORTE
TAX INCREMENT REINVESTMENT ZONE MEETING HELD ON NOVEMBER 14, 2024.
Director Antone requested the November 14, 2024, Minutes be revised to reflect she voted against
the motion to approve the Fourth Amended Project Plan and Reinvestment Zone Financing Plan, with
the amendment to include the annexation to include Main Street Overlay District. Upon a motion
made by Director Antone, and seconded by Director Estrada, Directors Antone, Porter, Remmel,
Goodwin, Estrada and Lee voted to approve the Minutes of the November 14, 2024, Board meeting,
as amended. Director Havard abstained. The motion passed.
CONSIDER AGREEMENT WITH McCALL GIBSON SWEDLUND BARFOOT PLLC FOR AUDIT AND
AUP SERVICES.
Mr. Durnell presented the McCall Gibson Swedlund Barfoot PLLC agreement for audit and agreed-
upon procedure report services, included in the Board materials. Ms. Clayton reported the estimated
fee for FY2024 audit is estimated between $10,000 and $12,500 which is consistent with previous
years and staff is recommending for approval. Upon a motion made by Director Antone, and
seconded by Director Remmel, the Board voted unanimously to approve the McCall Gibson Swedlund
Barfoot PLLC agreement for audit and agreed-upon procedures report services, as presented.
APPROVE FY2024 ANNUAL FINANCIAL REPORT AND AUDIT FROM McCALL GIBSON
SWEDLUND BARFOOT PLLC.
Mr. Durnell presented the FY2024 annual financial report and audit, included in the Board materials.
He reviewed the Independent Auditor’s Report and reported an unmodified/clean opinion. He
reviewed pages 3-7, Management Discussion and Analysis; page 10, Statement of Activities and
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Governmental Fund Statement of Revenues, Expenditures and Change in Fund Balance; pages 12-21,
Notes to Financial Statements; and page 23, Schedule of Revenues, Expenditures and Changes in Fund
Balance -Budget and Actual – General Fund. Upon a motion made by Director Estrada, and seconded
by Director Havard, the Board voted unanimously to approve the FY2024 Annual Financial Report
and Audit.
GAUGE ENGINEERING:
a. M Street Improvements
Mr. Ali reported a final walk through with the City was conducted and the contractor is completing
the punch list items. He reported Gauge will be completing the final as-built plans to submit to the
City and a final pay application will be submitted next month.
i. Consider Pay Application No. 9, M Street Improvements, from Carter
Construction LLC.
Mr. Ali reviewed Pay Application No. 9, M Street Improvements, from Carter Construction LLC in the
amount of $146,175.48. He reported he has reviewed the pay application and concurs with the
amount and is recommending for approval. Upon a motion made by Director Remmel and seconded
by Director Havard, the Board voted unanimously to approve Pay Application No. 9, M Street
Improvements, from Carter Construction LLC in the amount of $146,175.48, as presented.
ii. Consider Pay Application No. 10, M Street Improvements, from Carter
Construction LLC.
Tabled. Final Pay Application will be submitted for consideration next month.
b. Receive update on Lakes at Fairmont Green Detention.
Mr. Ali reported survey work is complete and an analysis will be presented at the next meeting. No
action from the Board was required.
RECEIVE BOOKKEEPER’S REPORT AND CONSIDER APPROVAL OR OTHE ACTION REGARDING
AUTHORITY INVOICES.
Ms. Magon presented the Bookkeeper’s Report, reviewed current invoices for payment and invoices
paid in December for ratification. Upon a motion made by Director Havard, and seconded by Director
Remmel, the Board voted unanimously to accept the Bookkeeper’s Report, authorized payment of
current invoices; and ratified payment of December invoices, as presented.
RECEIVE UPDATES FROM THE CITY, DEVELOPERS, AND STAFF ABOUT DEVELOPMENT WITHIN
THE ZONE.
Mr. Daeumer reported the City did its walk-through of the M Street Improvements project and it is
complete and open. He reported there is an item on City Council Agenda to approve the opening of
M Street for truck traffic. He discussed Sylvan Beach improvements and repairs project and stated
the County will request the La Porte TIRZ to expend funds from County funds it receives for the
project. There was discussion regarding the sidewalk at Sylvan Beach which will be part of the trail
system. He discussed the importance of a preliminary engineering report to identify challenges and
solutions for 16th Street and Spencer Highway intersection. He introduced a new team member at
the City: Tiffaney Bradley.
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BOARD MEMBER COMMENTS:
a. Matters appearing on agenda; and
b. Inquiry of staff regarding specific factual information or existing policy.
The Board was in consensus to start the board meetings at 6:00 p.m.
ADJOURNMENT.
There being no further business to come before the Board, Chairman Goodwin adjourned the meeting
at 6:25 p.m.
____________________________________________________
Secretary
LA PORTE REDEVELOPMENT AUTHORITY,
CITY OF LA PORTE, TEXAS
AGENDA MEMORANDUM
TO: La Porte Redevelopment Authority Board of Directors
FROM: Zone Administrator
SUBJECT: Agenda Item Materials
LA PORTE REDEVELOPMENT AUTHORITY
c/o Hawes Hill & Associates LLP
P.O. Box 22167
Houston TX 77227-2167
713-595-1200 or FAX 281-888-6314
5. Gauge Engineering:
a. M Street Improvements:
i. Consider Change Order No. 1, M Street Improvements, from Carter Construction
LLC.
ii. Consider Pay Application No. 10 (FINAL), M Street Improvements, from Carter
Construction LLC.
b. Lakes at Fairmont Green Detention.
i. Receive analysis and consider options.
c. 16th Street Intersection
i. Consider Gauge Engineering Task Order for preliminary engineering report and
detailed design services.
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.E,.a City of La Porte/La Porte Redevelopment Authority(TIRZ#1) CHANGE ORDER
CHANGE ORDER No. 1 (FINAL)
PROJECT: M Street Improvement Project
To: Carter Construction, LLC PROJECT No.: 75-19
Contractor and 7615 FM 3180
Address for Written Notice Baytown, Texas 77523
1.01 DESCRIPTION OF CHANGES CONTRACT CHANGE
Amount Time
ITEM 1 SCOPE: Adjust pay item quantities to reconcile with the final agreed upon $(129,025.41) 0 Days
quantities and add additional items of work. This Change Order shall
constitute full,final and complete settlement for all cost impacts(see
attached for More Information)
JUSTIFICATION: Reconciliation of final agreed upon quantities in accordance with General
Conditions
TOTALS: $(129,025.41) 0 Days
1.02 ACCEPTANCE BY CONTRACTOR
Contractor agrees to perform change(s)included in this Change Order for the price and time indicated. The prices for changes
include all costs associated with this Change Order.
_:: ;::j:2.___. 2/6/2025
Contractor Signature and Title Date
1.03 ACCEPTANCE BY TH LA PORTE REDEVELOPMENT AUTHORITY
2/6/2025 2/6/2025
Construction anage Date Principal Date
2/13/2025
La Porte Redevelopment Authority Date
Gauge` 75-19
ENGINEERING ` 1 of 2 2/6/2025
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.E,.a City of La Porte/La Porte Redevelopment Authority(TIRZ#1) CHANGE ORDER
CHANGE ORDER No. 1 (FINAL)
PROJECT: M Street Improvement Project
EXECUTIVE SUMMARY
1.01 CONTRACT PRICE SUMMARY DOLLAR AMOUNT PERCENT
A Original Contract Price $2,491,925.00 100%
B Previous Change Orders 0.0%
C This Change Order $(129,025.41) -5.2%
D Contract Price I $2,362,899.591 I 94.8%
END OF DOCUMENT
7519
ENGINEERING ` 2 Of 2 2/6/2025
No. Description Units
Original
Contract
Quantity
Actual Field
Quantity
Add/Deduct
Quantity Unit Cost Total
1 Mobilization LS 1.00 1.00 0.00 $96,000.00 $0.00
2 Project Sign EA 1.00 1.00 0.00 $1,100.00 $0.00
3 Clearing and Grubbing AC 2.23 2.23 0.00 $28,000.00 $0.00
4 Removing Old Concrete (Sidewalk, Driveway and Ramp) (All Thicknesses) (Removal and Disposal)SY 13.00 42.50 29.50 $25.00 $737.50
5 Removing Old Concrete (Pavement) (All Thicknesses) (Removal and Disposal)SY 506.00 545.00 39.00 $15.00 $585.00
6 Removing Old Concrete (Concrete Curb) (Removal and Disposal)LF 271.00 271.00 0.00 $2.50 $0.00
7 Roadway Excavation with 3" Stripping CY 3,070.00 2,963.00 -107.00 $9.00 -$963.00
8 Removing Old Structures (Inlets) (All Depths) (Removal and Disposal)EA 1.00 1.00 0.00 $600.00 $0.00
9 Removing Old Structures (Pipes) (All Types, Sizes & Depths) (Removal and Disposal)LF 16.00 58.00 42.00 $15.00 $630.00
$989.50
10 Lime Stabilized Subgrade Manipulation, 6" Thick SY 6,000.00 5,981.33 -18.67 $5.00 -$93.35
11 Lime Slurry (8% by Dry Weight)TON 125.00 122.04 -2.96 $305.00 -$902.80
12 Reinforced Concrete Pavement, High Early Strength (Driveway), 7" Thick SY 87.00 0.00 -87.00 $83.00 -$7,221.00
13 Reinforced Concrete Pavement (Road), 6" Thick SY 5,144.00 5,260.00 116.00 $62.00 $7,192.00
14 Bank Run Sand, 2" Thick CY 32.00 0.00 -32.00 $25.00 -$800.00
15 Reinforced Concrete Retaining Wall CY 61.00 0.00 -61.00 $710.00 -$43,310.00
16 Cement Stabilized Sand, Complete in Place 6" Thick SY 87.00 0.00 -87.00 $32.00 -$2,784.00
17 Reinforced Concrete Curbs, 6"LF 3,200.00 3,200.00 0.00 $4.50 $0.00
18 Reinforced Concrete Curbs, 6" (Dowled)LF 75.00 78.00 3.00 $9.00 $27.00
19 Reinforced Concrete Sidewalk, 4" Thick SY 1,694.00 1,706.94 12.94 $71.00 $918.74
20 Concrete ADA Ramp Type 7 EA 6.00 6.00 0.00 $1,600.00 $0.00
SUBTOTAL SUBGRADE AND PAVING ITEMS -$46,973.41
21 Traffic Control and Regulation MO 8.00 8.00 0.00 $500.00 $0.00
$0.00
22 Aluminum Signs (Ground Mounted) - Furnish and Install EA 3.00 3.00 0.00 $800.00 $0.00
23 Reflectorized Pavement Markings (Y) (4") (SLD) - Furnish and Applied LF 2,942.00 2,916.00 -26.00 $1.00 -$26.00
24 Reflectorized Pavement Markings (W) (12") (SLD) - Furnish and Applied LF 221.00 208.00 -13.00 $3.00 -$39.00
25 Reflectorized Pavement Markings (W) (24") (SLD) - Furnish and Applied LF 50.00 48.00 -2.00 $7.00 -$14.00
26 Raised Reflective Pavement Marker Type II-A-A - Furnish and Install EA 72.00 74.00 2.00 $6.00 $12.00
-$67.00
27 Trench Safety System 5-10'LF 1,461.00 1,768.00 307.00 $3.50 $1,074.50
28 Reinforced Concrete Pipe, C76, Class III, Rubber Gasket (12") (Restrictor)LF 8.00 8.00 0.00 $120.00 $0.00
29 Reinforced Concrete Pipe, C76, Class III, Rubber Gasket (18") (Restrictor)LF 7.00 7.00 0.00 $125.00 $0.00
30 Reinforced Concrete Pipe, C76, Class III, Tongue and Groove (24") LF 60.00 55.00 -5.00 $135.00 -$675.00
31 Reinforced Concrete Pipe, C76, Class III, Rubber Gasket (24") LF 412.00 410.00 -2.00 $135.00 -$270.00
32 Reinforced Concrete Pipe, C76, Class III, Rubber Gasket (30") LF 30.00 30.00 0.00 $170.00 $0.00
33 SET-PD TYP II (6:1) 24" RCP (With Pipe Runners)EA 2.00 2.00 0.00 $3,700.00 $0.00
34 Precast Standard Manhole (4' Diameter) (With Additional Depth Greater than 5 Feet)EA 3.00 3.00 0.00 $3,600.00 $0.00
35 Precast Modified Manhole (4' Diameter) (Connection to and on top of RCB)EA 4.00 4.00 0.00 $2,000.00 $0.00
36 Precast Standard Manhole (6' Diameter) (With Additional Depth Greater than 5 Feet)EA 2.00 2.00 0.00 $6,100.00 $0.00
37 Junction Box - 8'X8'EA 1.00 1.00 0.00 $6,000.00 $0.00
38 Junction Box - 10'X10'EA 2.00 2.00 0.00 $6,000.00 $0.00
39 Standard Type "C" Inlet (With Additional Depth Greater than 6 Feet)EA 5.00 5.00 0.00 $5,400.00 $0.00
40 Modified Type "C" Inlet (Connection to and on top of RCB)EA 3.00 3.00 0.00 $4,200.00 $0.00
41 Standard Type "C-1" Inlet (With Additional Depth Greater than 6 Feet)EA 4.00 4.00 0.00 $6,400.00 $0.00
42 Standard Type "A" Inlet EA 2.00 2.00 0.00 $3,000.00 $0.00
43 8'X4' Reinforced Concrete Box LF 731.00 731.00 0.00 $885.00 $0.00
44 8'X4' Reinforced Concrete Box Bend - 8 Deg EA 2.00 2.00 0.00 $7,100.00 $0.00
45 6'X3' Reinforced Concrete Box LF 550.00 550.00 0.00 $655.00 $0.00
46 Brick Plug EA 2.00 2.00 0.00 $2,000.00 $0.00
$129.50
47 Trench Safety System 5-10'LF 1,242.00 1,241.00 -1.00 $2.00 -$2.00
48 12-inch by 6-inch Tapping Sleeve and Valve with Box EA 1.00 1.00 0.00 $6,500.00 $0.00
49 Fire Hydrant Assembly, All Depths, Including 6-inch Diameter Gate Valve and Box EA 5.00 5.00 0.00 $6,800.00 $0.00
50 6-inch Diameter Fire Hydrant Branch by Open-Cut LF 34.00 35.00 1.00 $24.00 $24.00
51 12-inch Diameter C-900 Water Line by Open-Cut LF 1,190.00 1,190.00 0.00 $122.00 $0.00
52 12-inch Diameter C-900 Water Line in Steel Casing by Open-Cut LF 18.00 18.00 0.00 $100.00 $0.00
53 12-inch Diameter Wet Connection EA 2.00 3.00 1.00 $2,600.00 $2,600.00
54 Cut, Plug, and Abandon Existing 12-inch Diameter Water Line EA 2.00 2.00 0.00 $600.00 $0.00
55 Adjust Existing Valve Box to New Grade EA 4.00 4.00 0.00 $150.00 $0.00
56 12-inch Diameter SDR26 Sanitary Sewer by Open-Cut LF 396.00 403.00 7.00 $96.00 $672.00
57 12-inch Diameter Pressure-rated SDR26 Sanitary Sewer by Open-Cut LF 46.00 46.00 0.00 $68.00 $0.00
58 12-inch Diameter SDR26 Sanitary Sewer in Steel Casing by Open-Cut LF 18.00 18.00 0.00 $100.00 $0.00
59 Adjust Existing Manhole Frame and Cover to New Grade EA 2.00 2.00 0.00 $600.00 $0.00
60 4-Foot Diameter Shallow Depth Precast Manhole (Cover Bolted to Ring)EA 3.00 3.00 0.00 $9,500.00 $0.00
$3,294.00
61 Sodding SY 4,500.00 4,400.00 -100.00 $5.00 -$500.00
62 TPDES General Permit No. TXR 150000, Notice of Intent (NOI) Application Fees (Contractor's NOI Fee & Harris County's NOI Fee, Each Fee shall be set price
of $325.00) EA 2.00 2.00 0.00 $350.00 $0.00
63 Reinforced Filter Fabric Barrier ( 60% of unit cost for furnish and installation and 40% of unit cost for removal) LF 99.00 99.00 0.00 $7.00 $0.00
64 Inlet Protection Barrier (Stage 1, With Fiber Rolls; 60% of unit cost for furnish and installation, and 40% of unit cost for removal) EA 1.00 1.00 0.00 $200.00 $0.00
65 Stabilized Construction Access (Type 1-Rock; 60% of unit cost for furnish and installation, and 40% of unit cost for removal)) SY 133.00 133.00 0.00 $31.00 $0.00
66 Concrete Truck Washout Structures (60% of unit cost for furnish and installation, and 40% of unit cost for removal) EA 2.00 2.00 0.00 $1,500.00 $0.00
67 Inlet Protection Barrier (For Stage II Inlets, Gravel Bags; 60% of unit cost for furnish and installation, and 40% of unit cost for removal) EA 12.00 7.20 -4.80 $50.00 -$240.00
68 SWPPP Inspection and Maintenance (Min. Bid - $2,000/Month)MO 8.00 8.00 0.00 $2,000.00 $0.00
-$740.00
69 Borrow (Min. Bid $10/CY)CY 400.00 0.00 -400.00 $10.00 -$4,000.00
70 Groundwater Control/Well Pointing (Min. Bid $25/LF)LF 1,753.00 0.00 -1,753.00 $25.00 -$43,825.00
71 Uniformed Peace Officers (Min Bid $45.00/HR)HR 80.00 0.00 -80.00 $45.00 -$3,600.00
-$51,425.00SUBTOTAL EXTRA WORK ITEMS
SITE PREPARATION AND EARTHWORK ITEMS
M STREET IMPROVEMENT PROJECT
SUBGRADE AND PAVING ITEMS
TRAFFIC CONTROL ITEMS
SIGNING AND STRIPING ITEMS
DRAINAGE ITEMS
WATER AND SANITARY SEWER ITEMS
STORMWATER POLLUTION PREVENTION PLAN ITEMS
EXTRA WORK ITEMS (TO BE AUTHORIZED BY ENGINEER)
SUBTOTAL SITE PREPARATION AND EARTHWORK ITEMS ITEMS
SUBTOTAL TRAFFIC CONTROL ITEMS
SUBTOTAL SIGNING AND STRIPPING ITEMS
SUBTOTAL DRAINAGE ITEMS
SUBTOTAL WATER AND SANITARY SEWER ITEMS
SUBTOTAL STORMWATER POLLUTION PREVENTION PLAN ITEMS
72 Work Directive LS 1 0.66 -0.34 $100,000.00 -$34,233.00
Units Actual Field
Quantity Unit Cost Total Cost
*73 Exploratory Excavation to Locate Existing Water Line LS 1.00 1.00 $600.00 $600.00
*74 Remove Existing 12-inch Tee EA 1.00 0.00 $400.00 $0.00
*75 Remove Existing 12-inch C-900 Water Line LF 20.00 40.00 $50.00 $2,000.00
*76 Install 12-inch Tee at 45 Deg Angle EA 1.00 0.00 $1,500.00 $0.00
*77 Install 12-inch DR-14 C-900 Water Line (Includes bedding, backfill, and all fittings)LF 51.00 59.00 $200.00 $11,800.00
*78 Adust Existing Storm Manhole EA 1.00 1.00 $600.00 $600.00
*79 Reinforced Concrete Pipe, C76, Class III, Rubber Gasket (36") LF 48.00 48.00 $300.00 $14,400.00
*80 6" Pump DAY 6.00 4.38 $800.00 $3,504.00
*81 48" HDPE LF 60.00 60.00 $275.00 $16,500.00
*82 Rip-Rap SY 50.00 42.00 $125.00 $5,250.00
*83 48" Timber Bent EA 1.00 1.00 $3,500.00 $3,500.00
*84 Sodding (Pond Slope)SY 200.00 200.00 $5.00 $1,000.00
*85 Reinforced Concrete Pavement (Driveway), 7" Thick SY 87.00 87.00 $74.00 $6,438.00
*86 Hotel Driveway Firelane Striping On 6" Curb LF 35.00 35.00 $5.00 $175.00
Delta -$129,025.41
Original Contract 2,491,925.00$
Change Orders -$
Total Contract 2,491,925.00$
Total Billings 2,362,899.59$
Net (129,025.41)$
CASH ALLOWANCE
*New line items added to Contract
Work Items Paid as Part of Item 72
11750 Katy Freeway, Suite 400 • Houston, TX 77089
February 7, 2025
Mr. David Hawes, Administrator
La Porte Redevelopment Authority (TIRZ #1)
9600 Long Point Road, Suite 200
Houston, Texas 77035
Reference: M Street Improvement Project
Proj. No. 75-19
Carter Construction, LLC. Payment No. 10
Dear Mr. Hawes:
Carter Construction, LLC has submitted estimate No. 10 in the amount of $118,144.98 for construction services rendered
through January 31, 2024. Based on our review, Carter Construction has complied with all requirements stated in the
estimate and we recommend payment of $118,144.98 to Carter Construction.
The following billing information is to be used for payment:
Carter Construction, LLC
7615 FM 3180
Baytown, TX 77523
If you have any questions or require additional information, please feel free to contact me at (832) 318-8800.
Sincerely,
Muhammad Ali, P.E.
Principal
Enclosures: Carter Construction Pay Est. No. 10
Estimate No.
Cut off Date
Estimate Date
:240
:0
:240
319
:In Place :N/A
Date
10 City of La Porte / La Porte Redevelopment Authority (TIRZ #1)
Estimate and Certificate for Payment Unit Price Work01/31/25
02/07/25
Project Name : M Street Improvement Project
Contractor Name :Carter Construction, LLC
Address :7615 FM 3180, Baytown, TX 77523 Proj No.75-19
CONTRACT TIME IN CALENDAR DAYS
Contract Date 1/25/2024 Original Contract Time :
Start Date 3/18/2024 Approved Extensions :
Current Contract Completion Date 11/13/2024 Total Contract Time :
Days Used to Date :
Percentage By Time 132.92%100.00%Days Remaining to Date :
Date Insurance Exp. :1/24/2025 Drug Policy Due Date:N/A Schedule Update Received :
CONTRACT AMOUNT TO DATE :
1-Original Contract Amount $2,491,925.00
2-Approved Change Orders
No.Date Ext.Days Amount
1 02/06/2025 -$(129,025.41)
Total Approved Extentions 0 Total Change Orders to Date $(129,025.41)
3-Approved Work Change Directives
No.Date Ext.Days Amount
Total Pending Work Change Directives to Date $0.00
TOTAL CONTRACT AMOUNT (excludes WCDs)$2,362,899.59
A. EARNINGS TO DATE Current Month Billing $0.00
1-Work Completed to Date 94.82%Complete $2,362,899.59
2-Material Stored on Site $0.00
3-Material Stored in Place $0.00
4-Balance-Materials Accepted Not in Place $0.00 @ 85%$0.00
5-Work Change Directives - In Place $0.00
TOTAL EARNINGS TO DATE $2,362,899.59
B. DEDUCTIONS
1-Retainage 5%Of $2,362,899.59 $118,144.98
2-Retainage Release 5%Of $2,362,899.59 $(118,144.98)
3-Total Retainage $0.00
4-Liquidated Damages 0.00 Days @ $0.00
5-Assessments $0.00
6-Inspector Overtime Costs $0.00
TOTAL DEDUCTIONS $0.00
C. AMOUNT DUE THIS PERIOD
1-Total Earnings to Date $2,362,899.59
2-Total Deductions $0.00
3-Total Payments Due $2,362,899.59
4-Less Previous Payments $2,244,754.61
5-Restoration Adjustment $0.00
TOTAL AMOUNT DUE CONTRACTOR THIS DATE $118,144.98
BALANCE REMAINING ($0.00)
Prepared By 2/7/2025 Reviewed By 2/7/2025
Taylor Risien, P.E.Date Muhammad Ali, P.E.
Approved By:2/13/2025
La Porte Redevelopment Authority Date
I I I
r
ESTIMATE No. Ten & Final Project Name: M Street Improvement Project Contract Awarded: 11/16/2023 ----------Covering Period: _1_2_/1_/_2_02_5 _____ _ Contractor: Carter Construction, LLC Amount Retained: $ 0.00 ----------Tot a I Deduction: $2,244,754.61 Job No. 2323 Date. 2/6/2025 Sheet: of Owner: La Porte Redevelopment Authority Total Contract Amount: $2,491,925.00 Through _2_/4_/_20_2_5 _____ _ Total Done To Date: $2,362,899.59 Previous Payment: $2,244,754.61 Total Due for Payment: $ 118,144.98 To the best of my knowledge, I certify that all items, quantities, and prices of work and materials shown on the face of this estimate are correct; that all work has been performed and materials supplied in full accordance with the terms and conditions of the corresponding construction contractual documents between the Owner and the Contractor, all changes authorized thereto; that the foregoing is a true and correct statement of the contract account up to and including the last day of the period covered by this estimate and that no part of the "AMOUNT DUE FOR PAYMENT" has been received. I further certify that all pervious payments for labor, material, and expendable equipment employed in the performance of said contract have been applied to discharge my obligations in connection with the work covered by prior applications for payment. Date: _____ F_e_b_ru_a_r.:.,y_6-'-, _2_0_2_5 _____ _ STATE OF TEXAS COUNTY OF CHAMBERS COUNTY § § By:_e_u_R __ Paul Fowler, Project Manager BEFORE ME, the undersigned Notary Public in and for the State of Texas, on this day personally appeared ___ P_a_u_l _F_o_w_le_r ___ known to me (or proved to me on the oath of __________ _, to be the person whose name is subscribed to the foregoing instrument. and acknowledged to me that he executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE, this 6th day of February , 202-5_. Notary Public in and for the State ofTexas My Commission Expireselb .Cf5. 2 lo 57
CONTRACTOR'S RELEASE OF LIENS, LEIN WAIVER, AND AFFIDAVIT Reference is hereby made to that certain Agreement between La Porte Redevelopment Authority (hereinafter called "Owner'') and carter Construction, LLC (hereinafter called "Contractor), dated January 25, 2024 , on the project known as: M Street Improvement Project being erected upon the real property described in Exhibit A attached hereto and made a part hereof. Reference is also made to those certain invoices of the Contractor to Owner set forth in Exhibit B attached hereto and made a part hereof. The Contractor does hereby represent and warrant, subject to contractual retainage not yet due, if any: A That all bills for materials and all labor and services furnished by or through it on said project from the commencement of the work thereon to the date hereof have been or will be fully paid and discharged by it out of the proceeds received or to received pursuant to the Owner's draw request of even date herewith, save and except those listed below, if any: and, B That the receipted material bills and the certified payrolls attached to this lien waiver have been fully paid and discharged by the Contractor and represent work, materials, and labor actually furnished on said project and constitute all of the work, materials, and labor furnished by or through the Contractor on said project as of the date hereof. C The schedule of account for the Contractor is as follows: Total Contract Amount Total Completed to Date Less Agreed Retainage Total Earned Less Retainage Less Previous Payment Received Amount Paid Incident to this Lien Waiver $2,491,925.00 $2,244,754.61 $ 0.00 $2,244,754.61 $2,244,754.61 $ 118,144.98 Upon the receipt by the Contractor of the Owner's remittance for the amount of said invoice and the final clearance and payment of said remittance, the Contractor. 1. Agrees to and does hereby waive and release said property, project, Owner, and all bond or payment sureties and guarantors of said Owner, if any, from, and does hereby agree to protect, indemnify, defend, and hold harmless said property, project, Owner, lenders, sureties. and guarantors against, a. Any and all liens, statutory, constitutional, or otherwise, and, b. Any and all obligations under any bond or guaranty for payment, if any, furnished by said Owner, whether pursuant to agreement or requirement of law, and, c. Any and all other claims whatsoever, statutory, constitutional or otherwise. for any and all work, labor, and materials furnished by or through the Contractor. The remittance of said Owner. identified as payment of said invoices and endorsed by the Contractor and marked "paid" or "canceled" by the bank against which said remittance was drawn, shall constitute 63
conclusive proof that said invoice was paid and that payment thereof was received by the Contractor, and thereupon, this lien waiver shall become effective automatically and without requirement of any further act, acknowledgment or receipt on the part of the Contractor. The undersigned representative of the Contractor does hereby certify under oath that the warranties and representations herein contained are true and correct and that he or she is fully authorized and empowered to execute this instrument for and on behalf of the Contractor and to bind the Contractor hereto. Dated this 6th day of __ F_e_b_ru_a_,ry ___ , 2025. By: Name: Paul Fowler Title: Project Manager 64
ST A TE OF TEXAS § COUNTY OF CHAMBERS COUNTY § SUBSCRIBED AND SWORN TO BEFORE ME, the undersigned authority, by Paul Fowler Project Manager of Carter Construction, LLC ----------------'-------, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE. this 6th day of February 2025 Notary Public in and for the State of Texas Printed or Stamped Name of Notary My Commission Expires:Cfb. o5 -~()db GS
2/7/2025
I CA~T==
CONSTRUCTION, LLC
APPLICATION FOR PAYMENT
Owner: City of La Porte / La Porte Redevelopment Authority
604 W Fairmont Parkway
La Porte, TX 77571
Attn: Gauge Engineering, Taylor Risien, P.E.
Contractor: Carter Construction, LLC
7615 FM 3180
Baytown, TX 77523
Date: February 5, 2025
Estimate No.: 10
begin end
Estimate Period: 12/01/24 02/04/25
Carter Constr. Job No.:~I ____ _ 2323
CONTRACT FOR: M Street Improvement Project PAYMENTS
1 Mar $
Work Completed Time Used
Original Contract Amount: $
Change Orders: ---'-$---------1
2,491,925.00 2 Apr $
3 May $
5% 0 Current Contract Amount: $ 2,491,925.00 4 Jun $
5 Jul $
TOTAL WORK COMPLETE: I 94.8% I$ 2,362,899.59 6 Aug $
COMPLETED CHANGE ORDER TOTAL: $ 7 Sep $
BILLED INVENTORY: ---'-$---------1 8 Oct $
TOTAL WORK COMPLETED INCL. CHANGE ORDERS: $ 2,362,899.59 9 Nov $
RETAINAGE (0%): _$ _______ ....,,
SUBTOTAL LESS RETAINAGE:
95% 240
LESS PREVIOUS ESTIMATES: $ 2,244,754.61
■ Work Completed ■ Days Used ■ Days Remaining
■ Work Balance Remaining TOTAL AMOUNT DUE FOR PAYMENT: $ 118,144.98
Contractor: Carter Construction, LLC Engineer: Gauge Engineering
SIGNED: SIGNED:
Paul Fowler, Project Manager
DATE:
73,539.00
764,265.87
451,604.25
202,554.00
8,143.20
100,804.37
304,533.90
193,134.54
146,175.48
2,244,754.61
DATE: __________ Fe_b_r_ua_ry..__5.,_, 2_0_2_5 ________ _ ------------------------1
SCHEDULE OF VALUES
PROJECT: M Street Improvement Project ESTIMATE No.:I 10 I ESTIMATE PERIOD: 12/1/24 • 2/4/25
BID DESCRIPTION CONTRACT UNIT UNIT TOTAL QUANTITY AMOUNT QUANTITY AMOUNT TOTAL TOTAL PERCENT
ITEM QTY. PRICE THIS THIS PREVIOUS PREVIOUS QUANTITY AMOUNT COMPLETE
PERIOD PERIOD PERIODS PERIODS TO DATE TO DATE
SITE PREPARATION AND EARTHWORK ITEMS:
1 Mobilization 1.00 LS $96 000.00 $96 000.00 $0.00 1.00 $96 000.00 1.00 $96 000.00 100.00%
2 Proiect Sian 1.00 LS $1 100.00 $1 100.00 $0.00 1.00 $1 100.00 1.00 $1 100.00 100.00%
3 Clearina and Grubbina 2.23 AC $28 000.00 $62 440.00 $0.00 2.23 $62440.00 2.23 $62 440.00 100.00%
4 Removina Old Concrete /Sidewalk Drivewav and Ramo\ /All Thicknesses\ /Rem. and Diso.\ 13.00 SY $25.00 $325.00 $0.00 42.50 $1 062.50 42.50 $1 062.50 326.92%
5 Removina Old Concrete (Pavement) (All Thicknesses) (Removal and Disoosal) 506.00 SY $15.00 $7 590.00 $0.00 545.00 $8175.00 545.00 $8175.00 107.71%
6 Removina Old Concrete (Concrete Curb) (Removal and Disoosal) 271.00 LF $2.50 $677.50 $0.00 271.00 $677.50 271.00 $677.50 100.00%
7 Roadwav Excavation with 3" Striooina 3 070.00 CY $9.00 $27 630.00 $0.00 2963.00 $26 667.00 2963.00 $26 667.00 96.51%
8 Removina Old Structures /Inlets\ /All Deaths\ /Removal and Disoosal\ 1.00 EA $600.00 $600.00 $0.00 1.00 $600.00 1.00 $600.00 100.00%
9 Removina Old Structures (IPioesl (All Tvoes Sizes & Depths) (Removal and Disposal) 16.00 LF $15.00 $240.00 $0.00 58.00 $870.00 58.00 $870.00 362.50%
SUBGRADE AND PAVING ITEMS:
10 Lime Stabilized Subarade Manioulation 6" Thick 6 000.00 SY $5.00 $30 000.00 $0.00 5981.33 $29 906.65 5981.33 $29 906.65 99.69%
11 Lime Slurrv (8% by Drv Weiahtl 125.00 TON $305.00 $38 125.00 $0.00 122.04 $37 222.20 122.04 $37 222.20 97.63%
12 Reinforced Concrete Pavement Hiah Early Strenath /Driveway), 7" Thick 87.00 SY $83.00 $7 221.00 $0.00 $0.00 0.00 $0.00 0.00%
13 Reinforced Concrete Pavement /Road\. 6" Thick 5 144.00 SY $62.00 $318 928.00 $0.00 5260.00 $326 120.00 5260.00 $326 120.00 102.26%
14 Bank Run Sand 2" Thick 32.00 CY $25.00 $800.00 $0.00 $0.00 0.00 $0.00 0.00%
15 Reinforced Concrete Retainina Wall 61.00 CY $710.00 $43 310.00 $0.00 $0.00 0.00 $0.00 0.00%
16 Cement Stabilized Sand Complete in Place 6" Thick 87.00 SY $32.00 $2 784.00 $0.00 $0.00 0.00 $0.00 0.00%
17 Reinforced Concrete Curbs 6" 3 200.00 LF $4.50 $14 400.00 $0.00 3200.00 $14 400.00 3200.00 $14 400.00 100.00%
18 Reinforced Concrete Curbs 6" /Dowled\ 75.00 LF $9.00 $675.00 $0.00 78.00 $702.00 78.00 $702.00 104.00%
19 Reinforced Concrete Sidewalk 4" Thick 1 694.00 SY $71.00 $120 274.00 $0.00 1706.94 $121 192.74 1706.94 $121 192.74 100.76%
20 Concrete ADA Ramp Type 7 6.00 EA $1 600.00 $9 600.00 $0.00 6.00 $9 600.00 6.00 $9 600.00 100.00%
TRAFFIC CONTROL ITEMS:
21 Traffic Control and Reaulation 8.00 MO $500.00 $4 000.00 $0.00 8.00 $4 000.00 8.00 $4 000.00 100.00%
SIGNING AND STRIPING ITEMS:
22 Aluminum Sians /Ground Mounted\ -Fumish and Install 3.00 EA $800.00 $2 400.00 $0.00 3.00 $2400.00 3.00 $2 400.00 100.00%
23 Reflectorized Pavement Markinas (Y) (4") (SLD) -Furnish and Applied 2 942.00 LF $1.00 $2 942.00 $0.00 2916.00 $2 916.00 2916.00 $2 916.00 99.12%
24 Reflectorized Pavement Markinas IW\ /12") /SLDl -Furnish and Annlied 221.00 LF $3.00 $663.00 $0.00 208.00 $624.00 208.00 $624.00 94.12%
25 Reflectorized Pavement Markinas (W\ /24"\ /SLDl -Furnish and Annlied 50.00 LF $7.00 $350.00 $0.00 48.00 $336.00 48.00 $336.00 96.00%
26 Raised Reflective Pavement Marker T.,..,.. II-A-A -Furnish and Install 72.00 EA $6.00 $432.00 $0.00 74.00 $444.00 74.00 $444.00 102.78%
DRAINAGE ITEMS:
27 Trench Safetv Svstem 5-10' 1461.00 LF $3.50 $5113.50 $0.00 1768.00 $6 188.00 1768.00 $6 188.00 121.01%
28 Reinforced Concrete Pioe. C76 Class Ill Rubber Gasket 112"\ /Restrictor\ 8.00 LF $120.00 $960.00 $0.00 8.00 $960.00 8.00 $960.00 100.00%
29 Reinforced Concrete Pine C76 Class Ill Rubber Gasket r 18"1 (Restrictorl 7.00 LF $125.00 $875.00 $0.00 7.00 $875.00 7.00 $875.00 100.00%
30 Reinforced Concrete Pine C76 Class Ill Tonaue and Groove (24"1 rculvertl 60.00 LF $135.00 $8 100.00 $0.00 55.00 $7 425.00 55.00 $7 425.00 91.67%
31 Reinforced Concrete Pine C76 Class Ill Rubber Gasket (24 ") 412.00 LF $135.00 $55 620.00 $0.00 410.00 $55 350.00 410.00 $55 350.00 99.51%
32 Reinforced Concrete Pine C76 Class Ill Rubber Gasket (30") 30.00 LF $170.00 $5100.00 $0.00 30.00 $5 100.00 30.00 $5100.00 100.00%
33 SET-PD TYP II (6:1124" RCP (With Pine Runners\ 2.00 EA $3 700.00 $7 400.00 $0.00 2.00 $7 400.00 2.00 $7 400.00 100.00%
34 Precast Standard Manhole (4' Diameterl (With Additional Denth Greater than 5 Feetl 3.00 EA $3 600.00 $10 800.00 $0.00 3.00 $10 800.00 3.00 $10 800.00 100.00%
35 Precast Modified Manhole (4' Diameter) (Connection to and on too of RCB) 4.00 EA $2 000.00 $8 000.00 $0.00 4.00 $8 000.00 4.00 $8 000.00 100.00%
36 Precast Standard Manhole (6' Diameter) (With Additional Deoth Greater than 5 Feetl 2.00 EA $6 100.00 $12 200.00 $0.00 2.00 $12 200.00 2.00 $12 200.00 100.00%
37 Junction Box -8'X8' 1.00 EA $6 000.00 $6 000.00 $0.00 1.00 $6 000.00 1.00 $6 000.00 100.00%
38 Junction Box -10'X10' 2.00 EA $6 000.00 $12 000.00 $0.00 2.00 $12 000.00 2.00 $12 000.00 100.00%
39 Standard Tvoe "C" Inlet (With Additional Deoth Greater than 6 Feet) 5.00 EA $5 400.00 $27 000.00 $0.00 5.00 $27 000.00 5.00 $27 000.00 100.00%
40 Modified Tvoe "C" Inlet (Connection to and on too of RCB) 3.00 EA $4 200.00 $12 600.00 $0.00 3.00 $12 600.00 3.00 $12 600.00 100.00%
41 Standard Tvne "C-1" Inlet (With Additional Denth Greater than 6 Feetl 4.00 EA $6 400.00 $25 600.00 $0.00 4.00 $25 600.00 4.00 $25600.00 100.00%
42 Standard Tvne "A" Inlet 2.00 EA $3 000.00 $6 000.00 $0.00 2.00 $6 000.00 2.00 $6 000.00 100.00%
43 8'X4' Reinforced Concrete Box 731.00 LF $885.00 $646 935.00 $0.00 731.00 $646 935.00 731.00 $646 935.00 100.00%
44 8'X4' Reinforced Concrete Box Bend - 8 Dea 2.00 EA $7 100.00 $14 200.00 $0.00 2.00 $14 200.00 2.00 $14 200.00 100.00%
45 6'X3' Reinforced Concrete Box 550.00 LF $655.00 $360 250.00 $0.00 550.00 $360 250.00 550.00 $360 250.00 100.00%
46 Brick Plua 2.00 EA $2 000.00 $4 000.00 $0.00 2.00 $4 000.00 2.00 $4 000.00 100.00%
WATER AND SANITARY SEWER ITEMS:
47 Trench Safetv Svstem 5-10' 1 242.00 LF $2.00 $2 484.00 $0.00 1241.00 $2 482.00 1241.00 $2 482.00 99.92%
48 12-inch bv 6-inch Tannina Sleeve and Valve with Box 1.00 EA $6 500.00 $6 500.00 $0.00 1.00 $6 500.00 1.00 $6 500.00 100.00%
49 Fire Hvdrant Assemblv. All Deoths lncludino 6-inch Diameter Gate Valve and Box 5.00 EA $6 800.00 $34 000.00 $0.00 5.00 $34 000.00 5.00 $34 000.00 100.00%
50 6-inch Diameter Fire Hvdrant Branch bv Ooen-Cut 34.00 LF $24.00 $816.00 $0.00 35.00 $840.00 35.00 $840.00 102.94%
51 12-inch Diameter C-900 Water Line bv Onen-Cut 1 190.00 LF $122.00 $145180.00 $0.00 1190.00 $145 180.00 1190.00 $145 180.00 100.00%
52 12-inch Diameter C-900 Water Line in Steel Casino bv Onen-Cut 18.00 LF $100.00 $1 800.00 $0.00 18.00 $1 800.00 18.00 $1 800.00 100.00%
53 12-inch Diameter Wet Connection 2.00 EA $2 600.00 $5 200.00 $0.00 3.00 $7 800.00 3.00 $7 800.00 150.00%
54 Cut Plue. and Abandon Existina 12-inch Diameter Water Line 2.00 EA $600.00 $1 200.00 $0.00 2.00 $1 200.00 2.00 $1 200.00 100.00%
55 Adiust Existina Valve Box to New Grade 4.00 EA $150.00 $600.00 $0.00 4.00 $600.00 4.00 $600.00 100.00%
56 12-inch Diameter SDR26 Sanitarv Sewer bv Onen-Cut 396.00 LF $96.00 $38 016.00 $0.00 403.00 $38 688.00 403.00 $38688.00 101.77%
57 12-inch Diameter Pressure-rated SDR26 Sanitarv Sewer bv Ooen-Cut 46.00 LF $68.00 $3 128.00 $0.00 46.00 $3 128.00 46.00 $3 128.00 100.00%
58 12-inch Diameter SDR26 Sanitarv Sewer in Steel Casina bv Ooen-Cut 18.00 LF $100.00 $1 800.00 $0.00 18.00 $1 800.00 18.00 $1 800.00 100.00%
59 Adiust Existina Manhole Frame and Cover to New Grade 2.00 EA $600.00 $1 200.00 $0.00 2.00 $1 200.00 2.00 $1 200.00 100.00%
60 4-Foot Diameter Shallow Denth Precast Manhole rcover Bolted to Rinal 3.00 EA $9 500.00 $28 500.00 $0.00 3.00 $28 500.00 3.00 $28 500.00 100.00%
STORMWATER POLLUTION PREVENTION PLAN ITEMS:
61 Soddina 4 500.00 SY $5.00 $22 500.00 $0.00 4400.00 $22 000.00 4400.00 $22 000.00 97.78%
TPDES General Permit No. TXR 150000, Notice of Intent (NOi) Application Fees
62 (Contracto~s NOi Fee & Harris Countv's NOi Fee Each Fee shall be set orice of $325.00l 2.00 EA $350.00 $700.00 $0.00 2.00 $700.00 2.00 $700.00 100.00%
Reinforced Filter Fabric Barrier (60% of unit cost for furnish and installation and 40% of unit cost
63 for removal) 99.00 LF $7.00 $693.00 $0.00 99.00 $693.00 99.00 $693.00 100.00%
Inlet Protection Barrier (Stage 1, With Fiber Rolls; 60% of unit cost for furnish and installation, and
64 40% of unit cost for removall 1.00 EA $200.00 $200.00 $0.00 1.00 $200.00 1.00 $200.00 100.00%
Stabilized Construction Access (Type 1-Rock; 60% of unit cost for furnish and installation, and
65 40% of unit cost for removal\ 133.00 SY $31.00 $4 123.00 $0.00 133.00 $4 123.00 133.00 $4 123.00 100.00%
Concrete Truck Washout Structures (60% of unit cost for furnish and installation, and 40% of unit
66 cost for removal) 2.00 EA $1 500.00 $3 000.00 $0.00 2.00 $3 000.00 2.00 $3 000.00 100.00%
2/7/2025
Inlet Protection Barrier (For Stage 11 Inlets, Gravel Bags; 60% of unit cost for furnish and
67 installation, and 40% of unit cost for removal) 12.00 EA $50.00 $600.00 $0.00 7.20 $360.00 7.20 $360.00 60.00%
68 SWPPP lnsoection and Maintenance (Min. Bid -$2,000/Monthl 8.00 MO $2 000.00 $16 000.00 $0.00 8.00 $16 000.00 8.00 $16,000.00 100.00%
EXTRA WORK ITEMS (TO BE AUTHORIZED BY ENGINEER}:
69 Borrow (Min. Bid $10/CYl 400.00 CY $10.00 $4,000.00 $0.00 $0.00 0.00 $0.00 0.00%
70 Groundwater Control/Well Pointina /Min. Bid $25/LFl 1 753.00 LF $25.00 $43 825.00 $0.00 $0.00 0.00 $0.00 0.00%
71 Uniformed Peace Officers (Min Bid $45.00/HR) 80.00 HR $45.00 $3,600.00 $0.00 $0.00 0.00 $0.00 0.00%
CASH ALLOWANCE:
72 Cash Allowance (see additional work items summarv oaael 1.00 LS $100 000.00 $100 000.00 $0.00 0.65767 $65 767.00 0.65767 $65,767.00 65.77%
TOTALS $2,491,925.00 $0.00 $2,362,899.59 $2,362,899.59 94.82%
SCHEDULE OF VALUES CERTIFICATION:
CONTRACTOR: Carter Construction, LLC ENGINEER: Gauge Engineering
SIGNED:
{U1;:L_
SIGNED:
Paul Fowler, Project Manager
DATE: 2-5-2025 DATE:
Additional Work Items Summary (Field Changes)
M Street Improvement Project ESTIMATE No.:I 10 I ESTIMATE PERIOD: 12/1/24 • 2/4/25
BID DESCRIPTION BID UNIT UNIT TOTAL QUANTITY AMOUNT QUANTITY AMOUNT TOTAL TOTAL PERCENT
ITEM QTY. PRICE THIS THIS PREVIOUS PREVIOUS QUANTITY AMOUNT COMPLETE
PERIOD PERIOD PERIODS PERIODS TO DATE TO DATE
Cash Allowance Items -See bid item 72
Waterline Offset (RFI 2323-02)
73 Exploratory excavation to locate existing WL 1.00 LS $ 600.00 $ 600.00 $ -1.00 $ 600.00 1.00 $ 600.00 100.00%
74 Remove Existin!l 12" Tee 1.00 EA $ 400.00 $ 400.00 $ -$ -0.00 $ -0.00%
75 Remove Existina 12" C900 WL 20.00 LF $ 50.00 $ 1,000.00 $ -20.00 $ 1,000.00 20.00 $ 1,000.00 100.00%
76 Install 12" Tee at 45 Degree Angle 1.00 EA $ 1 500.00 $ 1 500.00 $ -$ -0.00 $ -0.00%
77 Install 12" DR14 C900 WL 35.00 LF $ 200.00 $ 7,000.00 $ -33.00 $ 6,600.00 33.00 $ 6,600.00 94.29%
Replace Exislin!l 36" RCP (RFI 2323-04)
78 Adiust Existina Storm Manhole 1.00 EA $ 600.00 $ 600.00 $ -1.00 $ 600.00 1.00 $ 600.00 100.00%
79 Reinforced Concrete Pipe, C76, Class Ill, Rubber Gasket (36") 48.00 LF $ 300.00 $ 14,400.00 $ -48.00 $ 14,400.00 48.00 $ 14,400.00 100.00%
Replece Existing 48" Outfall "B" Pipe (RFI 2323-05)
80 6" Pumo 6.00 DAY $ 800.00 $ 4 800.00 $ -4.38 $ 3 504.00 4.38 $ 3 504.00 73.00%
81 48" HDPE 60.00 LF $ 275.00 $ 16,500.00 $ -60.00 $ 16,500.00 60.00 $ 16,500.00 100.00%
82 Rio-Rao 50.00 SY $ 125.00 $ 6 250.00 $ -42.00 $ 5 250.00 42.00 $ 5 250.00 84.00%
83 48" Timber Bent 1.00 EA $ 3,500.00 $ 3,500.00 $ -1.00 $ 3,500.00 1.00 $ 3,500.00 100.00%
84 Sodding (Pond Slope) 200.00 SY $ 5.00 $ 1 000.00 $ -200.00 $ 1 000.00 200.00 $ 1 000.00 100.00%
Offsed 12" Water Line Over 48" HDPE {RFl-2323-06)
85 Remove Existina 12" C900 WL 20.00 LF $ 50.00 $ 1,000.00 $ -20.00 $ 1,000.00 20.00 $ 1,000.00 100.00%
86 lnslall 12" DR14 C900 WL (includes bedding, backfill, and all fittings) 35.00 LF $ 200.00 $ 7 000.00 $ -26.00 $ 5 200.00 26.00 $ 5 200.00 74.29%
Hotel Drlvewav Pavlna IRFl-2323-08I
1 Reinforced Concrete Pavement (Drivewavl, 7" Thick 87.00 SY $ 74.00 $ 6,438.00 $ -87.00 $ 6,438.00 87.00 $ 6,438.00 100.00%
2 Hotel Drivewav Firelane Strioina on new 6" Curb 35.00 LF $ 5.00 $ 175.00 $ -35.00 $ 175.00 35.00 $ 175.00 100.00%
TOTALS $72,163.00 $0.00 $65,767.00 $65,767.00 91.14%
BOARD MEETING: FEBRUARY 13, 2025
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•Topographic survey of the pond was completed in October.•Surveyed cross-sections were compared to design cross-sections. Most of them match closely.•Overall, the basin has experienced more sedimentation than erosion.•A de-silt job is recommended to remove sedimentation and overgrowth. Berms around outfalls should be removed with excess material.•Preliminaryestimate: ~4,000 CY net removal
•Design proposal & Preliminary OPCC for de-silt job•Pursue aeration measures through separate contract•Implement maintenance recommendations post-project
TASK ORDER NO. 6
11750 Katy Freeway, Suite 400 • Houston, Texas 77079 • 832.318.8800
February 10, 2025
Mr. David Hawes, Administrator
La Porte Redevelopment Authority/TIRZ #1
9600 Long Point Road, Sute 200
Houston TX 77035
Re: 16th Street/Spencer Hwy Intersection Improvements - Preliminary Engineering and Detailed Design
Dear Mr. Hawes,
Gauge Engineering, LLC (Gauge) is pleased to submit this proposal for providing professional engineering services for
preliminary engineering and detailed design for the 16th Street/Spencer Hwy Intersection. The objective is to widen the 16th
St approaches to facilitate tractor trailer right turn movements accessing 16th Street. Several alternatives will be explored
and presented to Harris County and La Porte Board members. The project also involves rebuilding the traffic signal and
accounting for added concrete impervious.
We propose to perform this work for a Lump Sum amount of $302,000 over 8 months, broken down by the following:
Preliminary Engineering $50,520.00
Design Phase (3 Submittals) (Including Bid Phase) $125,990.00
Subcontracted/Additional Engineering Services $123,150.00
Expenses $2,340.00
A detailed breakdown of the scope items and fee can be found under Exhibits “A” through “E”. Please feel free to
contact me at (713) 254-5946 if you have any questions or need additional information.
Sincerely, Accepted For
La Porte Redevelopment Authority/TIRZ #1
Muhammad Ali, P.E. 2-13-25
Principal Signature Date
Print
Attachments: Exhibit A – Level-of-Effort
Exhibit B – Survey – United Engineers, Inc.
Exhibit C – Geotechnical Investigation – Terracon
Exhibit D – Preliminary Traffic Analysis/Design Services – HR Green
Exhibit E – Detailed Traffic Design Services – HR Green
I. PRELIMINARY ENGINEERING
DESCRIPTION OF WORK TASKS PRINCIPAL PROJ MGR
Sr. PROJ
ENGINEER
Sr.
HYDROLOGI
ST
GRAD
ENGINEER
Sr.
DESIGNER
ADMIN
ASST
TOTAL
HOURS
LABOR
COSTS
A. BASIC SERVICES
1 Site Visits and Data Collection 1 2 8 11 $1,650.00
2 Review Geotechnicial Report and Topographic Survey 1 2 8 11 $1,650.00
Total 0 2 4 0 16 0 0 22 $3,300.00
B. ROADWAY DESIGN
1 Alternative Analysis 1 2 4 7 $1,110.00
2 Preliminary Roadway Schematic (Scale 1"-40')0.5 2 2 8 12 24.5 $3,620.00
3 Right-of-Way Encroachments and Acquisition 0.5 1 2 4 4 11.5 $1,800.00
4 Sight Distance/Unobstructed Visibility Easement Analysis 1 4 10 8 23 $3,370.00
Total 1 5 10 0 26 24 0 66 $9,900.00
C. DRAINAGE ANALYSIS
1 Proposed Conditions Analysis 1 4 4 8 16 33 $5,600.00
2 Impact Analysis 1 4 4 8 16 33 $5,600.00
3 Drainage Impact Analysis Memo 1 2 4 4 24 35 $5,480.00
4 Prepare and Evaluate Existing Drainage Area Maps 1 2 4 8 4 19 $3,120.00
5 Proposed Conditions Storm Sewer Drainage Map 1 2 4 8 4 19 $3,120.00
6 Proposed Conditions Drainage Schematic 1 2 4 4 11 $1,650.00
7 Drainage Impacts Assessment and Mitigation 1 2 4 4 8 19 $3,320.00
Total 6 17 18 32 84 12 0 169 $27,890.00
D. Project Management/Agencies & Team Coordination/Quantities/OPCC
1 Project Management and Coordination 2 6 4 2 4 18 $3,130.00
2 Quantities 2 2 4 8 $1,310.00
3 Construction Cost Estimate 2 4 6 $1,140.00
4 Stakeholders Coordination 1 4 2 7 $1,470.00
5 Quality Assurance / Quality Control 1 4 4 4 13 $2,380.00
Total 4 18 16 0 6 4 4 52 $9,430.00
TOTAL HOURS 11 42 48 32 132 40 4 309
Contract Labor Rate $300.00 $200.00 $185.00 $200.00 $135.00 $135.00 $80.00
TOTAL LABOR COSTS BASIC ENGINEERING SERVICES $3,300.00 $8,400.00 $8,880.00 $6,400.00 $17,820.00 $5,400.00 $320.00 $50,520.00
EXHIBIT A
16TH STREET/SPENCER INTERSECTION IMPROVEMENTS
PRELIMINARY ENGINEERING AND DETAILED DESIGN - LEVEL OF EFFORT
EXHIBIT A
16TH STREET/SPENCER INTERSECTION IMPROVEMENTS
PRELIMINARY ENGINEERING AND DETAILED DESIGN - LEVEL OF EFFORT
II. DESIGN PHASE (3 SUBMITTALS)
DESCRIPTION OF WORK TASKS PRINCIPAL PROJ MGR
Sr. PROJ
ENGINEER
Sr.
HYDROLOGI
ST
GRAD
ENGINEER
Sr.
DESIGNER
ADMIN
ASST
TOTAL
HOURS
LABOR
COSTS
A. GENERAL PLAN SHEETS
1 Title Sheet 1 (Sheet)1 4 2 7 $995.00
2 Index of Drawings (1 Sheet)1 2 4 7 $995.00
3 General Construction Notes (2 Sheets)1 2 2 5 $725.00
4 Private Utility Notes (1 Sheet)1 2 2 5 $725.00
5 Symbols (1 Sheet)1 2 2 5 $725.00
6 Overall Project Layout Sheet (1 Sheet)1 2 4 7 $995.00
7 Existing Typical Sections (1 Sheet)1 2 4 4 11 $1,650.00
8 Proposed Typical Sections (1 Sheet)1 2 4 4 11 $1,650.00
9 QC 3 Submittals 2 4 4 4 14 $2,680.00
Total 2 6 14 0 22 28 0 72 $11,140.00
B. TRAFFIC CONTROL PLANS
1 Sequence of Construction (1 sheet)1 4 4 4 13 $2,020.00
2 TCP Phase 1 (2 Sheets)1 6 10 12 29 $4,280.00
3 TCP Phase 2 (2 Sheets)1 6 10 12 29 $4,280.00
4 16th Street Detour (2 Sheets)1 6 10 12 29 $4,280.00
5 TCP Standard Details 1 2 2 5 $725.00
6 QC 3 Submittals 2 4 4 4 14 $2,680.00
Total 2 8 27 0 36 46 0 119 $18,265.00
C. ROADWAY DESIGN
1 Survey Control Maps 1 1 $135.00
2 Horizontal Curve Data (1 Sheet)1 2 2 5 $725.00
3 Vertical Curve Data (1 Sheet)1 2 2 5 $725.00
4 Demolition Plan (2 Sheets)1 2 8 4 15 $2,190.00
5 Roadway Plan & Profile (2 Sheets)1 2 8 16 24 51 $7,580.00
6 Driveway Tabulation Details (1 Sheet)1 2 4 4 11 $1,650.00
7 Miscellaneous Details (2 Sheet)1 2 2 5 $725.00
8 Develop Roadway Profile 4 8 24 16 52 $7,680.00
9 Standard Roadway Details 1 2 2 5 $725.00
10 QC 3 Submittals 2 4 4 4 14 $2,680.00
Total 3 12 28 0 60 61 0 164 $24,815.00
D. DRAINAGE DESIGN
1 Existing Overall Drainage Area Map (1 Sheet)1 2 4 4 11 $1,650.00
2 Proposed Overall Drainage Area Map (1 Sheet)1 2 4 4 11 $1,650.00
3 Drainage Area Map (2 Sheets)1 1 2 8 4 16 $2,490.00
4 2-year Storm Sewer Computations 1 8 9 $1,680.00
5 100-year Storm Sewer Computations 1 8 9 $1,680.00
6 Storm Sewer Plan and Profile (2 Sheets)1 2 8 16 24 51 $7,580.00
7 Storm Sewer Laterals (2 Sheets)1 2 12 12 27 $3,810.00
8 Miscellaneous Drainage Details (1 Sheet)1 2 2 5 $725.00
9 Conflict Manhole Details (1 Sheet)1 2 2 5 $725.00
10 Storm Sewer Analysis 2 16 18 $3,360.00
11 Storm Sewer Standards (8 Sheets)1 2 2 5 $725.00
12 QC 3 Submittals 2 4 4 4 14 $2,680.00
Total 4 14 55 0 50 58 0 181 $28,755.00
E. SIGNING & PAVEMENT MARKING PLANS
1 Signing & Pavement Marking Plan (2 Sheets)0.5 2 4 6.5 $902.50
2 Small Sign Summary (1 Sheet)0.5 0.5 2 4 7 $1,002.50
3 Signing & Pavement Marking Standard Details (2 Sheets)0.5 2 2 4.5 $632.50
4 QC 3 Submittals 4 3.5 4 11.5 $1,987.50
Total 0 4.5 5 0 6 14 0 29.5 $4,525.00
F. STORM WATER POLLUTION PREVENTION PLANS
1 Storm Water Pollution Prevention Plan Sheets (2 Sheets)0.5 2 4 6.5 $902.50
2 Storm Water Pollution Prevention Standard Details (2 Sheets)0.5 1 2 3.5 $497.50
3 QC 3 Submittals 2 1 2 4 9 $1,395.00
Total 0 2 2 0 5 10 0 19 $2,795.00
G. CROSS SECTIONS
1 Earthwork Quantities 1 2 8 4 15 $2,190.00
2 Cross Sections (8 Sheets)2 4 8 16 30 $4,380.00
3 Project Sign (1 Sheet)2 2 $270.00
4 QC 3 Submittals 2 4 4 4 14 $2,680.00
Total 2 7 10 0 16 26 0 61 $9,520.00
EXHIBIT A
16TH STREET/SPENCER INTERSECTION IMPROVEMENTS
PRELIMINARY ENGINEERING AND DETAILED DESIGN - LEVEL OF EFFORT
DESCRIPTION OF WORK TASKS PRINCIPAL PROJ MGR
Sr. PROJ
ENGINEER
Sr.
HYDROLOGI
ST
GRAD
ENGINEER
Sr.
DESIGNER
ADMIN
ASST
TOTAL
HOURS
LABOR
COSTS
H. PRIVATE UTILITIES
1 Records Research, including utility owners and contact information 1 2 3 $455.00
2 Gather and document Quality Level D 2 2 4 $640.00
3 Gather and document Quality Level C 2 2 4 $640.00
4 Compile As-built information provided by the utility owners 2 2 4 $640.00
5 Prepare and submit utility drawing(s) of information gathered 2 2 4 $640.00
6 Coordinate, communicate, & conduct meetings concerning adjustments 2 2 4 $770.00
7 Schedule and attend milestone meetings and prepare meeting minutes 1 1 2 4 $870.00
8 Private Utility Coordination - Public Entity requirements 1 2 3 $570.00
9 Private Utility Coordination - Utility Owners 1 2 3 $570.00
10 Utility Inventory/Conflict Matrix 1 2 4 7 $1,110.00
11 Assist with utility conflcit analysis and resolution 1 2 2 5 $1,070.00
Total 2 8 21 0 14 0 0 45 $7,975.00
I. Project Management/Specs/Agencies & Team Coordination/Quantities/Misc
1 Overall Project Management/Team Coordination/ Project Controls 2 12 6 2 22 $4,270.00
2 Coordination - Stakeholders 2 4 2 8 $1,770.00
3 Coordination/meetings/approvals/signatures 1 4 5 $1,100.00
4 Variance Applications 1 2 2 5 $1,070.00
5 Quantities 2 8 10 $1,450.00
6 Opinion of Probable Construction Costs 1 2 2 5 $1,070.00
7 Project Manual & Specifications 1 4 8 8 21 $3,660.00
Total 8 28 22 0 16 0 2 76 $14,390.00
J. Bid Phase
1 Prepare Advertisement For Bid Document 0.5 1 1 2.5 $535.00
2 Conduct Pre-bid Conference Meeting 1 1 1 2 5 $955.00
3 Prepare Necessary Addenda To Address Issues or Clarifications 2 2 $400.00
4 Conduct Bid Opening Meeting & Tabulation of Bids 2 2 4 $670.00
5 Evaluate the Bid Proposals & Make Award Recommendation 0.5 2 2.5 $550.00
6 Assist in preparation of Contract b/w TIRZ & Successful Bidder 1 2 3 $700.00
Total 3 10 2 0 4 0 0 19 $3,810.00
TOTAL HOURS 26 99.5 186 0 229 243 2 785.5
Contract Labor Rate $300.00 $200.00 $185.00 $200.00 $135.00 $135.00 $80.00
TOTAL LABOR COSTS BASIC ENGINEERING SERVICES $7,800.00 $19,900.00 $34,410.00 $0.00 $30,915.00 $32,805.00 $160.00 $125,990.00
III. SUBCONTRACTED/ADD ENGINEERING SERVICES
DESCRIPTION OF WORK TASKS COST SUB MGMT TOTAL
1 Survey - United Engineers, Inc. (Exhibit B) $19,200.00 10% $21,120.00
2 Additional Survey (Parcel Plats) x 4 - United Engineers, Inc. (Exhibit B) $13,200.00 10% $14,520.00
3 Geotechnical Investigation - Terracon (Exhibit C) $18,700.00 10% $20,570.00
4 Preliminary Traffic Analysis/Design Services - HR Green (Exhibit D) $29,540.00 $29,540.00
5 Detailed Traffic Design Services - HR Green (Exhibit E) $35,200.00 $35,200.00
6 TDLR Inspection $2,000.00 10% $2,200.00
TOTAL SUBCONTRACTED ENGINEERING SERVICES $123,150.00
IV. EXPENSES
EXPENSES QUANTITY UNIT COST TOTAL
1 Printing and Reproduction 1 LS $495.00 $495.00
2 Mileage 350 MILE $0.700 $245.00
3 Civcast & Houston Business Journal Advertisement (2 weeks)1 LS $1,600.00 $1,600.00
TOTAL REIMBURSABLE EXPENSES $2,340.00
GRAND TOTAL
I. PRELIMINARY ENGINEERING $50,520.00
II. DESIGN PHASE (3 SUBMITTALS) $125,990.00
III. SUBCONTRACTED/ADD ENGINEERING SERVICES $123,150.00
IV. EXPENSES $2,340.00
PROJECT TOTAL $302,000.00
EXHIBIT B
Mr. Muhammad Ali, P.E., ENV SP
Survey Proposal for 16th Street and Spencer Hwy.
UEI Proposal P2025-02-10 February 10, 2025
g. UEI will tie in striping, construction joints and redlight sensors within the
project limits.
h. There are two pipelines found in the project limits that will need coordination
to identify depth and location.
i. UEI will provide SAG elevations/heights on lowest aerial cable/line attaching
to existing poles if found crossing roadways within project limits.
3. CAD Services (Utility Base Plan and Profile)(Approx. 1,300 LF):
a. UEI will perform private and public Utility Research.
b. Create and provide a Utility Base Plan (no profile), also provide a TIN file.
4. Existing Topo/ROW Survey Maps:
a. Provide Category 1B, Condition II (Topo/ROW Maps) along project limits.
5. Survey Control Maps:
a. Generate Survey Control Maps for the project area.
ADDITIONAL SURVEY SERVICES:
1. Proposed ROW Parcel Acquisition:
a. Provide Category 1A, Condition II (ROW Parcel Acquisition along project
limits.
b. UEI will provide Limited Title Report for all abstracting requested and identify
all current property owners at the time of survey. This will be provided for all
the properties on all four corners of the intersection where the right of way
takings will occur.
c. UEI is set all parcel corners prior to signing and sealing parcel acquisition
plats.
d. UEI will provide parcel plats and metes and bounds for (4) four parcels.
SUBMISSION SCHEDULE AND DELIVERABLES:
UEI proposes to begin the work within five (5) working days after receiving your written
notice to proceed and we attempt to complete all work described in the scope of services,
within 40 working days. Once design is completed then the construction staking will take
approximately 5 working days to complete. The Parcel Plats and metes and bounds will
take approximately 20 working days.
UEI's deliverables for the topographic survey will be an ascii file, base plan drawing in
AutoCAD format depicting existing right of way, current conditions, and utilities in plan view
and profile, Topographic/ROW maps as well as Survey Control Maps signed and sealed by
the Registered Professional Land Surveyor responsible for the project. Parcel Plats and
Metes and Bounds signed and sealed by the Registered Professional Land Surveyor if
scope includes this Optional Service
10375 Richmond Avenue,Suite 1325,Houston,Texas 77042♦Tel:(713)271-2900♦ Fax:(713)271-2999♦www.unitede.com
Mr. Muhammad Ali, P.E., ENV SP
Survey Proposal for 16th Street and Spencer Hwy.
UEI Proposal P2025-02-10 February 10, 2025
COMPENSATION
Our fee for providing the professional surveying services as outlined in the SCOPE OF
SERVICES fee will be LUMP SUM, see breakdown below:
INITIAL SURVEY SERVICES:
Item #1: Topographic Survey ($6.00/LF x 1,300 LF) $ 7,800.00
Item #2: CAD Services Utility Base Plan ($3.OOLF x 1,300) $ 3,900.00
Item #3: Existing Topo/ROW Survey Maps $ 3,750.00
Item #4: Survey Control Maps 3,750.00
Total $19,200.00
ADDITIONAL SURVEY SERVICES:
Item #1: Parcel Plats and Metes and bounds
($3300 per Parcel x 4 Parcels) $13,200.00
UEI appreciates this opportunity to submit this proposal and we look forward to working
with you to make this a successful project. Should you have any questions, please call me
or Kefelegne Tesfaye, P.E. at 713-271-2900.
Sincerely,
UNITED ENGINEERS, INC.
Christin M. Norris, P.E., R.P.L.S.
Director of OSP Telecommunications Design, Land Surveying and Utility Coordination
10375 Richmond Avenue,Suite 1325, Houston,Texas 77042♦Tel:(713)271-2900♦Fax:(713)271-2999♦www.unitede.com
150'150'
EXHIBIT C
krerracon7
Reference Number P91255010
AGREEMENT FOR SERVICES
This AGREEMENT is between Gauge Engineering LLC ("Client")and Terracon Consultants, Inc. ("Consultant")for Services to be provided by Consultant
for Client on the 16th Street Improvements project("Project"),as described in Consultant's Proposal dated 02/07/2025("Proposal"), including but not limited
to the Project Information section, unless the Project is otherwise described in Exhibit A to this Agreement(which section or Exhibit is incorporated into this
Agreement).
1. Scope of Services. The scope of Consultant's services is described in the Proposal, including but not limited to the Scope of Services section
('Services"), unless Services are otherwise described in Exhibit B to this Agreement (which section or exhibit is incorporated into this Agreement).
Portions of the Services may be subcontracted. When Consultant subcontracts to other individuals or companies, then consultant will collect from
Client on the Subcontractors' behalf. Consultant's Services do not include the investigation or detection of, nor do recommendations in Consultant's
reports address the presence or prevention of biological pollutants (e.g., mold, fungi, bacteria, viruses, or their byproducts)or occupant safety issues,
such as vulnerability to natural disasters, terrorism,or violence. If Services include purchase of software, Client will execute a separate software license
agreement. Consultant's findings,opinions, and recommendations are based solely upon data and information obtained by and furnished to Consultant
at the time of the Services.
2. Acceptance/ Termination. Client agrees that execution of this Agreement is a material element of the consideration Consultant requires to
execute the Services, and if Services are initiated by Consultant prior to execution of this Agreement as an accommodation for Client at Client's
request, both parties shall consider that commencement of Services constitutes formal acceptance of all terms and conditions of this Agreement.
Additional terms and conditions may be added or changed only by written amendment to this Agreement signed by both parties. In the event Client
uses a purchase order or other form to administer this Agreement, the use of such form shall be for convenience purposes only and any additional or
conflicting terms it contains are stricken. This Agreement shall not be assigned by either party without prior written consent of the other party. Either
party may terminate this Agreement or the Services upon written notice to the other. In such case, Consultant shall be paid costs incurred and fees
earned to the date of termination plus reasonable costs of closing the Project.
3. Change Orders. Client may request changes to the scope of Services by altering or adding to the Services to be performed. If Client so requests,
Consultant will return to Client a statement (or supplemental proposal) of the change setting forth an adjustment to the Services and fees for the
requested changes. Following Client's review, Client shall provide written acceptance. If Client does not follow these procedures, but instead directs,
authorizes,or permits Consultant to perform changed or additional work,the Services are changed accordingly and Consultant will be paid for this work
according to the fees stated or its current fee schedule. If project conditions change materially from those observed at the site or described to
Consultant at the time of proposal,Consultant is entitled to a change order equitably adjusting its Services and fee.
4. Compensation and Terms of Payment. Client shall pay compensation for the Services performed at the fees stated in the Proposal, including
but not limited to the Compensation section, unless fees are otherwise stated in Exhibit C to this Agreement(which section or Exhibit is incorporated
into this Agreement). If not stated in either,fees will be according to Consultant's current fee schedule. Fee schedules are valid for the calendar year in
which they are issued. Fees do not include sales tax. Client will pay applicable sales tax as required by law. Consultant may invoice Client at least
monthly and payment is due upon receipt of invoice. Client shall notify Consultant in writing, at the address below, within 15 days of the date of the
invoice if Client objects to any portion of the charges on the invoice, and shall promptly pay the undisputed portion. Client shall pay a finance fee of
1.5%per month,but not exceeding the maximum rate allowed by law,for all unpaid amounts 30 days or older.Client agrees to pay all collection-related
costs that Consultant incurs, including attorney fees. Consultant may suspend Services for lack of timely payment. It is the responsibility of Client to
determine whether federal,state,or local prevailing wage requirements apply and to notify Consultant if prevailing wages apply. If it is later determined
that prevailing wages apply, and Consultant was not previously notified by Client, Client agrees to pay the prevailing wage from that point forward, as
well as a retroactive payment adjustment to bring previously paid amounts in line with prevailing wages. Client also agrees to defend, indemnify, and
hold harmless Consultant from any alleged violations made by any governmental agency regulating prevailing wage activity for failing to pay prevailing
wages,including the payment of any fines or penalties.
5. Third Party Reliance.This Agreement and the Services provided are for Consultant and Client's sole benefit and exclusive use with no third party
beneficiaries intended. Reliance upon the Services and any work product is limited to Client, and is not intended for third parties other than those who
have executed Consultant's reliance agreement,subject to the prior approval of Consultant and Client.
6. LIMITATION OF LIABILITY. CLIENT AND CONSULTANT HAVE EVALUATED THE RISKS AND REWARDS ASSOCIATED WITH THIS
PROJECT, INCLUDING CONSULTANT'S FEE RELATIVE TO THE RISKS ASSUMED, AND AGREE TO ALLOCATE CERTAIN OF THE
ASSOCIATED RISKS. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL AGGREGATE LIABILITY OF CONSULTANT (AND ITS
RELATED CORPORATIONS AND EMPLOYEES)TO CLIENT AND THIRD PARTIES GRANTED RELIANCE IS LIMITED TO THE GREATER OF
$50,000 OR CONSULTANT'S FEE, FOR ANY AND ALL INJURIES, DAMAGES, CLAIMS, LOSSES, OR EXPENSES (INCLUDING ATTORNEY
AND EXPERT FEES)ARISING OUT OF CONSULTANT'S SERVICES OR THIS AGREEMENT. PRIOR TO ACCEPTANCE OF THIS AGREEMENT
AND UPON WRITTEN REQUEST FROM CLIENT, CONSULTANT MAY NEGOTIATE A HIGHER LIMITATION FOR ADDITIONAL
CONSIDERATION IN THE FORM OF A SURCHARGE TO BE ADDED TO THE AMOUNT STATED IN THE COMPENSATION SECTION OF THE
PROPOSAL. THIS LIMITATION SHALL APPLY REGARDLESS OF AVAILABLE PROFESSIONAL LIABILITY INSURANCE COVERAGE,
CAUSE(S), OR THE THEORY OF LIABILITY, INCLUDING NEGLIGENCE, INDEMNITY, OR OTHER RECOVERY. THIS LIMITATION SHALL NOT
APPLY TO THE EXTENT THE DAMAGE IS PAID UNDER CONSULTANT'S COMMERCIAL GENERAL LIABILITY POLICY.
7. Indemnity/Statute of Limitations. Consultant and Client shall indemnify and hold harmless the other and their respective employees from and
against legal liability for claims, losses, damages, and expenses to the extent such claims, losses, damages,or expenses are legally determined to be
caused by their negligent acts,errors,or omissions. In the event such claims,losses,damages,or expenses are legally determined to be caused by the
joint or concurrent negligence of Consultant and Client,they shall be borne by each party in proportion to its own negligence under comparative fault
principles. Neither party shall have a duty to defend the other party,and no duty to defend is hereby created by this indemnity provision and such duty
is explicitly waived under this Agreement. Causes of action arising out of Consultant's Services or this Agreement regardless of cause(s)or the theory
of liability, including negligence,indemnity or other recovery shall be deemed to have accrued and the applicable statute of limitations shall commence
to run not later than the date of Consultant's substantial completion of Services on the project.
8. Warranty. Consultant will perform the Services in a manner consistent with that level of care and skill ordinarily exercised by members of the
profession currently practicing under similar conditions in the same locale. EXCEPT FOR THE STANDARD OF CARE PREVIOUSLY STATED,
CONSULTANT MAKES NO WARRANTIES OR GUARANTEES, EXPRESS OR IMPLIED, RELATING TO CONSULTANT'S SERVICES AND
CONSULTANT DISCLAIMS ANY IMPLIED WARRANTIES OR WARRANTIES IMPOSED BY LAW, INCLUDING WARRANTIES OF
MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE.
9. Insurance. Consultant represents that it now carries, and will continue to carry: (i)workers' compensation insurance in accordance with the laws of
the states having jurisdiction over Consultant's employees who are engaged in the Services, and employer's liability insurance ($1,000,000); (ii)
commercial general liability insurance($2,000,000 occ/$4,000,000 agg); (iii)automobile liability insurance($2,000,000 B.I. and P.D.combined single
Page 1 of 2 Rev. 11-22
rerracom-
Reference Number:P91255010
limit); (iv) umbrella liability ($5,000,000 occ/ agg); and (v) professional liability insurance ($1,000,000 claim / agg). Certificates of insurance will be
provided upon request.Client and Consultant shall waive subrogation against the other party on all general liability and property coverage.
10. CONSEQUENTIAL DAMAGES. NEITHER PARTY SHALL BE LIABLE TO THE OTHER FOR LOSS OF PROFITS OR REVENUE; LOSS OF
USE OR OPPORTUNITY; LOSS OF GOOD WILL; COST OF SUBSTITUTE FACILITIES, GOODS, OR SERVICES; COST OF CAPITAL; OR FOR
ANY SPECIAL,CONSEQUENTIAL,INDIRECT,PUNITIVE,OR EXEMPLARY DAMAGES.
11. Dispute Resolution. Client shall not be entitled to assert a Claim against Consultant based on any theory of professional negligence unless and
until Client has obtained the written opinion from a registered, independent, and reputable engineer, architect,or geologist that Consultant has violated
the standard of care applicable to Consultant's performance of the Services. Client shall provide this opinion to Consultant and the parties shall
endeavor to resolve the dispute within 30 days,after which Client may pursue its remedies at law.This Agreement shall be governed by and construed
according to Kansas law.
12. Subsurface Explorations. Subsurface conditions throughout the site may vary from those depicted on logs of discrete borings, test pits, or other
exploratory services. Client understands Consultant's layout of boring and test locations is approximate and that Consultant may deviate a reasonable
distance from those locations. Consultant will take reasonable precautions to reduce damage to the site when performing Services; however, Client
accepts that invasive services such as drilling or sampling may damage or alter the site. Site restoration is not provided unless specifically included in
the Services.
13. Testing and Observations.Client understands that testing and observation are discrete sampling procedures, and that such procedures indicate
conditions only at the depths, locations, and times the procedures were performed. Consultant will provide test results and opinions based on tests and
field observations only for the work tested. Client understands that testing and observation are not continuous or exhaustive, and are conducted to
reduce-not eliminate-project risk.Client shall cause all tests and inspections of the site, materials,and Services performed by Consultant to be timely
and properly scheduled in order for the Services to be performed in accordance with the plans, specifications, contract documents, and Consultant's
recommendations. No claims for loss or damage or injury shall be brought against Consultant by Client or any third party unless all tests and
inspections have been so performed and Consultant's recommendations have been followed. Unless otherwise stated in the Proposal, Client assumes
sole responsibility for determining whether the quantity and the nature of Services ordered by Client is adequate and sufficient for Client's intended
purpose. Client is responsible (even if delegated to contractor) for requesting services, and notifying and scheduling Consultant so Consultant can
perform these Services. Consultant is not responsible for damages caused by Services not performed due to a failure to request or schedule
Consultant's Services- Consultant shall not be responsible for the quality and completeness of Client's contractor's work or their adherence to the
project documents, and Consultant's performance of testing and observation services shall not relieve Client's contractor in any way from its
responsibility for defects discovered in its work,or create a warranty or guarantee. Consultant will not supervise or direct the work performed by Client's
contractor or its subcontractors and is not responsible for their means and methods. The extension of unit prices with quantities to establish a total
estimated cost does not guarantee a maximum cost to complete the Services.The quantities,when given,are estimates based on contract documents
and schedules made available at the time of the Proposal. Since schedule, performance, production, and charges are directed and/or controlled by
others,any quantity extensions must be considered as estimated and not a guarantee of maximum cost.
14. Sample Disposition, Affected Materials, and Indemnity. Samples are consumed in testing or disposed of upon completion of the testing
procedures (unless stated otherwise in the Services). Client shall furnish or cause to be furnished to Consultant all documents and information known
or available to Client that relate to the identity, location, quantity, nature, or characteristic of any hazardous waste, toxic, radioactive, or contaminated
materials ("Affected Materials")at or near the site, and shall immediately transmit new, updated, or revised information as it becomes available. Client
agrees that Consultant is not responsible for the disposition of Affected Materials unless specifically provided in the Services, and that Client is
responsible for directing such disposition. In no event shall Consultant be required to sign a hazardous waste manifest or take title to any Affected
Materials. Client shall have the obligation to make all spill or release notifications to appropriate govemmental agencies. The Client agrees that
Consultant neither created nor contributed to the creation or existence of any Affected Materials conditions at the site and Consultant shall not be responsible
for any claims, losses, or damages allegedly arising out of Consultant's performance of Services hereunder, or for any claims against Consultant as a
generator,disposer,or arranger of Affected Materials under federal,state,or local law or ordinance.
15. Ownership of Documents. Work product, such as reports, logs, data, notes, or calculations, prepared by Consultant shall remain Consultant's
property. Proprietary concepts, systems, and ideas developed during performance of the Services shall remain the sole property of Consultant. Files
shall be maintained in general accordance with Consultant's document retention policies and practices.
16. Utilities.Unless otherwise stated in the Proposal, Client shall provide the location and/or arrange for the marking of private utilities and subterranean
structures. Consultant shall take reasonable precautions to avoid damage or injury to subterranean structures or utilities. Consultant shall not be
responsible for damage to subterranean structures or utilities that are not called to Consultant's attention,are not correctly marked, including by a utility
locate service,or are incorrectly shown on the plans furnished to Consultant.
17. Site Access and Safety. Client shall secure all necessary site related approvals, permits, licenses, and consents necessary to commence and
complete the Services and will execute any necessary site access agreement. Consultant will be responsible for supervision and site safety measures
for its own employees, but shall not be responsible for the supervision or health and safety precautions for any third parties, including Client's
contractors, subcontractors, or other parties present at the site. In addition, Consultant retains the right to stop work without penalty at any time
Consultant believes it is in the best interests of Consultant's employees or subcontractors to do so in order to reduce the risk of exposure to unsafe site
conditions. Client agrees it will respond quickly to all requests for information made by Consultant related to Consultant's pre-task planning and risk
assessment processes.
Consultant: Terracon Consultants, Inc. Client: Gauge Engineering LLC
By: f % Date: 2/7/2025 By: Date:
Name/Title: Joseph D. Hill,P.E.I Office Manager Name/Title:
Address: 6198 Imperial Loop Address: 11750 Katy Freeway, Suite 400
College Station,TX 77845-5765 Houston,TX 77079
Phone: (979)846-3767 Fax: (979)846-7604 Phone: Fax:
Email: Joseph.Hill@terracon.com Email:
Page 2 of 2 Rev 11-22
Propsoal for Geotechnical Engineering Services
16th Street Improvements I La Porte, Texas
February 7, 2025 1 Terracon Proposal No. P91255010
Exhibit A - Project Understanding
Our Scope of Services is based on our understanding of the project as described by Gauge
Engineering. We have not visited the project site to confirm the information provided. We
request Gauge Engineering and/or the design team verify all information prior to our
initiation of field exploration activities.
Planned Construction
Item Description
An email request for proposal was provided by Gauge
Information Provided Engineering on February 2, 2025. The request included a KMZ
file showing site location.
Approximately 800 linear feet of 16th Street is planned to be
reconstructed and widened with a new concrete pavement.
We understand that no reconstruction is planned for the W.
Main Street intersection.
Project Description
We also understand storm sewer drainage improvements are
being considered. We anticipate the sewer lines to be
installed at a maximum depth of five feet below grade using
open excavation methods.
Site Location and Anticipated Conditions
Item Ir Description,
The project site is along 16th Street from W. Polk Street to
W. Main Steet and from W. Main Steet to A Street in La Porte,
Parcel Information
Texas. See Exhibit D.
Project GPS: 29.66455°, -95.03598° (approximate)
Existing Two-lane roadway with roadside ditches
Improvements
-Current-Ground-Cover- -Concrete-pavement
Existing Topography Relatively level
We expect the site, and all exploration locations, are
Site Access accessible with our truck-mounted drilling equipment and
support vehicles.
Facilities I Environmental I Geotechnical I Materials
Propsoal for Geotechnical Engineering Services �erracon
16th Street Improvements I La Porte, Texas
February 7, 2025 1 Terracon Proposal No. P91255010
Item .� O.A. - I -_ Description
Our experience near the vicinity of the proposed development
Expected Subsurface
Conditions and review of geologic maps indicates subsurface conditions
consist of fat clay soils.
Facilities I Environmental I Geotechnical I Materials
Propsoal for Geotechnical Engineering Services ierracon 16th Street Improvements I La Porte, Texas •
February 7, 2025 1 Terracon Proposal No P91255010
Exhibit B - Scope of Services
The Scope of Services for this project consists of field exploration, laboratory testing, and
engineering/project delivery. These services are described in the following sections.
Field Exploration
We propose the following field exploration program.
Planned Boring Depth
Number of Borings Planned Location 2
(feet)
4 10 16th Street roadway section
4 40 Total
1. Below existing grade at the time of our field program.
2. The planned boring locations are shown on the attached Anticipated
Exploration Plan.
Boring Layout: We will use handheld GPS equipment to locate borings with an estimated
horizontal accuracy of +/-25 feet. Field measurements from existing site features may be
utilized.
Subsurface Exploration Procedures: We will core through the existing pavement to
access the underlying subgrade. We will advance borings with a truck-mounted drill rig
using solid stem continuous flight augers and/or rotary wash boring techniques. Samples
will be obtained continuously every 2 feet in the upper 10 feet of each boring. Soil sampling
is typically performed using thin-wall tube and/or split-barrel sampling procedures. The
split-barrel samplers are driven in accordance with the standard penetration test (SPT).
The samples will be placed in appropriate containers, taken to our soil laboratory for
testing, and classified by a Geotechnical Engineer. In addition, we will observe and record
groundwater levels during drilling and sampling and after about one day.
Our exploration team will prepare field boring logs as part of standard drilling operations
including sampling depths, penetration distances, and other relevant sampling
information. Field logs include visual classifications of materials observed during drilling
and our interpretation of subsurface conditions between samples. Final boring logs,
prepared from field logs, represent the Geotechnical Engineer's interpretation, and include
modifications based on observations and laboratory tests.
Property Disturbance: Terracon will take reasonable efforts to reduce damage to the
property. However, it should be understood that in the normal course of our work some
disturbance could occur including rutting of the ground surface. We have not budgeted to
restore the site beyond backfilling our boreholes.
Facilities j Eovtronm i,tal Geotechnical %laterials
Propsoal for Geotechnical Engineering Services Terracon 16th Street Improvements I La Porte, Texas
February 7, 2025 1 Terracon Proposal No. P91255010
We will backfill borings with auger cuttings upon completion. Pavements will be patched
with ready mixed concrete, as appropriate. Our services do not include repair of the site
beyond backfilling our boreholes, and patch existing pavements. Excess auger cuttings
will be dispersed in the grass areas along the edge of the roadway. Because backfill
material often settles below the surface after a period, we recommend boreholes to be
periodically checked and backfilled, if necessary. We can provide this service or grout the
boreholes for additional fees at your request.
Safety
Terracon is not aware of environmental concerns at this project site that would create
health or safety hazards associated with our exploration program; thus, our Scope
considers standard OSHA Level D Personal Protection Equipment (PPE) appropriate. Our
Scope of Services does not include environmental site assessment services, but
identification of unusual or unnatural materials observed while drilling will be noted on our
logs.
Exploration efforts require borings into the subsurface, therefore Terracon will comply with
local regulations to request a utility location service Texas 811. We will consult with the
client regarding potential utilities or other unmarked underground hazards. Based upon
the results of this consultation, we will consider the need for alternative subsurface
exploration methods as the safety of our field crew is a priority.
Private utilities should be marked by the owner/client prior to commencement of field
exploration. Terracon will not be responsible for damage to private utilities not disclosed
to us.
Terracon's Scope of Services does not include private utility locating services. If the
landowner/client is unable to accurately locate private utilities, and it becomes apparent
that the risk of private utilities on/near the site exists, then Terracon will initiate these
services by forwarding the additional scope and corresponding fee to our client for
approval.
The detection of underground utilities is dependent upon the composition and construction
of the utility line; some utilities are comprised of non-electrically conductive materials and
may not be readily detected. The use of a private utility locate service would not relieve
the owner/client of their responsibilities in identifying private underground utilities.
Traffic Control: For the work scope of this proposal, we have budgeted for subcontracting
traffic control services (signage, attenuator truck, and flagmen) during our drilling
activities, which is anticipated to take approximately one day.
Site Access: Terracon will not mobilize for fieldwork until we receive written permission
from the client to access the property to conduct field exploration in accordance with the
Facilities I Environmental I Geotechnical I Materials
Propsoal for Geotechnical Engineering Services T-.
erracon16th Street Improvements I La Porte, Texas
February 7, 2025 i Terracon Proposal No, P91255010
Scope of Services. Terracon will conduct field services during normal business hours
(Monday through Friday between 7:00am and 5:00pm). If our exploration must take place
over a weekend or at night, please contact us so we can adjust our schedule and fee.
Laboratory Testing
The project engineer will review field data and assign laboratory tests to understand the
engineering properties of various soil strata. Exact types and number of tests cannot be
defined until completion of fieldwork, but we anticipate the following laboratory testing
may be performed:
• Water content
• Atterberg limit
• Percent finer than No. 200 sieve
• Unit dry weight
ra Unconfined compressive strength
Based on the results of our field and laboratory programs, we will describe and classify
soil samples in accordance with the Unified Soil Classification System (USCS).
Engineering and Project Delivery
The results of our field and laboratory programs will be evaluated, and a geotechnical
engineering report will be prepared under the supervision of a licensed professional
engineer. The geotechnical engineering report will provide the following:
■ Boring logs with field and laboratory data
■ Stratification based on visual soil classification
■ Groundwater levels observed during drilling and after drilling
■ Site Location and Exploration Plans
■ Subsurface exploration procedures
■ Description of subsurface conditions
■ Earthwork recommendations including subgrade preparation
• Pavement design guidelines
■ Utility construction considerations
In addition to an emailed report, your project will also be delivered using our Terracon
online portal (Compass). Upon initiation, we provide you and your design team the
necessary link and password to access the website (if not previously registered). Each
project includes a calendar to track the schedule, an interactive site map, a listing of team
members, access to the project documents as they are uploaded to the site, and a
collaboration portal. We welcome the opportunity to have project kickoff conversations
Facilities I Environmental I Geotechnical I Materials
Propsoal for Geotechnical Engineering Services ��erracon 16th Street Improvements I La Porte, Texas
February 7, 2025 1 Terracon Proposal No. P91255010
with the team to discuss key elements of the project and demonstrate features of
Compass. The typical delivery process includes the following:
■ Project Planning - Proposal information, schedule and anticipated exploration plan
■ Site Characterization - Findings of the site exploration and laboratory results
■ Geotechnical Engineering Report
When services are complete, we upload a printable version of our completed Geotechnical
Engineering report, including the professional engineer's seal and signature, which
documents our services. Previous submittals, collaboration, and the report are maintained
on Compass. This allows future reference and integration into subsequent aspects of our
services as the project goes through final design and construction.
Facilities I Environmental I Geotechnical I Materials
Propsoal for Geotechnical Engineering Services �erra�on 16th Street Improvements I La Porte, Texas
February 7, 2025 1 Terracon Proposal No. P91255010
Exhibit C - Compensation and Project Schedule
Compensation
Based upon our understanding of the site, the project as summarized in Exhibit A, and our
planned Scope of Services outlined in Exhibit B, our base fee is shown in the following
table:
Task Lump Sum Fees
Traffic Control ($5,200 per day) $5,200
Subsurface Exploration`, Laboratory Testing, Geotechnical $13,500
Engineering and Reporting
Total $18,700
1. We have budgeted for only one day for traffic control. If drilling takes more than
one day, we will invoice at the above daily rate.
2. The lump sum fee considers one drill rig mobilization and no unexpected onsite
delays. If additional drill rig mobilizations are required, an additional fee of $1,750
would be invoiced. A drill crew standby rate of $550 per hour would be invoiced for
unexpected delays.
3. Proposed fees noted above are effective for 90 days from the date of the proposal.
Our Scope of Services does not include services associated with site clearing, surveying
of boring locations, unusually wet ground conditions, or repair of/damage to existing
landscape. If such services are desired by the owner/client, we should be notified so we
can adjust our Scope of Services.
Unless instructed otherwise, we will submit our invoice(s) to the address shown at the
beginning of this proposal. If conditions are encountered that require Scope of Services
revisions and/or result in higher fees, we will contact you for approval, prior to initiating
services. A supplemental proposal stating the modified Scope of Services as well as its
effect on our fee will be prepared. We will not proceed without your authorization.
Project Schedule
We developed a schedule to complete the Scope of Services based upon our existing
availability and understanding of your project schedule. However, our schedule does not
account for delays in field exploration beyond our control, such as weather conditions,
delays resulting from utility clearance, or lack of permission to access the boring locations.
In the event the schedule provided is inconsistent with your needs, please contact us so
we may consider alternatives.
Facilities } Environmental Geotechnical I Mate,
Propsoal for Geotechnical Engineering Services lerracon
16th Street Improvements I La Porte, Texas
February 7, 2025 1 Terracon Proposal No. P91255010
Delivery on Compass Schedule '- 2
Kickoff Call with Client 7 working days after notice to proceed
Field Mobilization 15 working days after notice to proceed
Site Characterization 25 working days after notice to proceed
Geotechnical Report 30 working days after notice to proceed
Upon receipt of your notice to proceed we will activate the schedule component
on Compass with specific, anticipated dates for the delivery points noted above
as well as other pertinent events.
2. Standard workdays. We will maintain an activities calendar on Compass. The
schedule will be updated to maintain a current awareness of our plans for
delivery.
Facilities I Environmental I Geotechnical I Materials
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Proposal for Geotechnical Engineering Services
16th Street Improvements I La Porte, Texas I'erracon
February 7, 2025 1 Terracon Proposal No. P91255010
Exhibit E - Anticipated Exploration Plan
Site Location
Proposed Boring Location H _
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IAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS
TRAFFIC
Project Name
Consultant
Project No.
Date
BASIC SERVICES
TOTAL NO OF LABOR HRS
TASK DESCRIPTION LABOR HRS. DWGS PER SHEET
& COSTS
TRAFFIC ENGINEERING AND ANALYSIS FOR CORRIDOR
STUDY PHASE (PER)
Data Collection from Harris County, City of La Porte/TxDOT/METRO for 16th St Corridor 1 1 3 5
Site Investigation/Road Safety Audit 1 2 3 6
Intersection Turning Movement Count Coordination with Subconsultant (3 Intersections)1 1 3 5
Review Traffic Data (Counts, previous studies, signal timing plans, etc.)2 1 8 11
Obtain and Review Transit Data 2 1 3 3 9
Obtain and Review Crash Data from 2014 to 2022 1 1 2 2 6
Calculate Crash Rates 1 1 4 6
Calculate Crashes by Type, Severity, Cause to identify patterns and hot spots 1 1 2 4
Identify bike/pedestrian/motorcycle crashes from 2014 to 2022 1 1 2 4
Identify vulnerable road users (school zones, pedestrian tracks, fatality or serious injury locations)1 1 2 4
Crash analysis based on HSM methodologies/Crash Modification Factors to predict crash frequency/severity 1 1 12 14
Intersection Capacity Analysis, Existing Conditions (Synchro, AM/PM Peak, 3 Intersections)1 1 6 8
Growth Rate Projections/Future Traffic Volumes (Const. Year 2027/Design Year 2047)1 1 4 6
Identification of up to 2 Alternatives for Intersection Layouts 2 1 4 7
Intersection Capacity Analysis of Alternatives (Synchro, AM/PM Peak, Const. Year 2027/Design Year 2047, 3 Intersections)2 1 6 9
Report Preparation 8 1 12 4 25
Present Results to City of La Porte 2 2 4
Update Report to address Agency Comments 1 1 4 6
Coordination/Progress Meetings (2 Meetings)2 2 4
0
0
0
0
0
SUBTOTAL STUDY PHASE 0 32 22 0 80 9 0 0 0 0 143
HOURS SUB-TOTALS 0 32 22 0 80 9 0 0 0 0 143
CONTRACT RATE PER HOUR (INCLUDE AVG HOURLY RATE TIME OVERHEAD AND FF)-$ 250.00$ 225.00$ -$ 150.00$ 110.00$ -$ -$ -$ -$
TOTAL LABOR COSTS -$ 8,000.00$ 4,950.00$ -$ 12,000.00$ 990.00$ -$ -$ -$ -$ 25,940.00$
% DISTRIBUTION OF STAFFING 0.00% 30.84% 19.08% 0.00% 46.26% 3.82% 0.00% 0.00% 0.00% 0.00%100%
BASIC SERVICES SUBTOTAL 25,940.00$
OTHER DIRECT EXPENSES QTY UNIT RATE COST
Subconsultant - Traffic Data Collection (13-hr counts per intersection @ $1,200/intersection)(Gram Traffic)3 each 1,200.00$ 3,600.00$
Toll Charges 0 each -$ -$
Standard Postage 0 letter -$ -$
Certified Letter Return Receipt 0 each -$ -$
Courier Services 0 each -$ -$
ODE SUBTOTAL 3,600.00$
TRAFFIC SUMMARY
TOTAL BASIC SERVICES 25,940.00$
TOTAL OTHER DIRECT EXPENSES 3,600.00$
TOTAL 29,540.00$
Preliminary Traffic Analysis/Design Services - 16th Street, A Street to Polk Street
HR Green
2025-02-10
SR. Traffic
Engineer
Project
Manager
Engineer 1 -
Traffic
Engineer
Project
Controls/Adminis
trative
Page 1 of 1 LOE
EXHIBIT D
TRAFFIC
Project Name
Consultant
Project No.
Date
BASIC SERVICES
TOTAL NO OF LABOR HRS
TASK DESCRIPTION LABOR HRS. DWGS PER SHEET
& COSTS
TRAFFIC ENGINEERING AND ANALYSIS FOR CORRIDOR
DESIGN PHASE (TRAFFIC SIGNAL AT SPENCER HWY AND 16TH STREET)
Existing Conditions 2 12 2 16
Site Investigation 2 4 6
Conceptual Layout (20%)8 12 20
Conceptual Submittal (includes QA/QC, Revisions)8 2 12 2 24
Preliminary Design (60%)4 12 16
Interconnect Layout (Preliminary)2 4 6
Temporary Signal Layout (Preliminary)2 4 6
Utility Coordination (Preliminary)1 4 5
Quantities (Preliminary)1 8 9
Preliminary Submittal (included QA/QC, Revisions)8 2 8 2 20
Final Check Design (includes detail sheets, bill of materials)(90%)4 10 14
Interconnect Layout (Final)2 4 6
Temporary Signal Layout (Final)2 8 10
Utility Coordination (Final)1 2 3
Quantities (Final)1 8 9
Final Check Submittal (included QA/QC, Revisions)4 2 6 2 14
Final PSE (100%)4 2 4 2 12
0
0
0
0
0
0
0
SUBTOTAL STUDY PHASE 0 56 8 0 122 10 0 0 0 0 196
HOURS SUB-TOTALS 0 56 8 0 122 10 0 0 0 0 196
CONTRACT RATE PER HOUR (INCLUDE AVG HOURLY RATE TIME OVERHEAD AND FF)-$ 250.00$ 225.00$ -$ 150.00$ 110.00$ -$ -$ -$ -$
TOTAL LABOR COSTS -$ 14,000.00$ 1,800.00$ -$ 18,300.00$ 1,100.00$ -$ -$ -$ -$ 35,200.00$
% DISTRIBUTION OF STAFFING 0.00% 39.77% 5.11% 0.00% 51.99% 3.13% 0.00% 0.00% 0.00% 0.00%100%
BASIC SERVICES SUBTOTAL 35,200.00$
OTHER DIRECT EXPENSES QTY UNIT RATE COST
Subconsultant 0 each -$ -$
Toll Charges 0 each -$ -$
Standard Postage 0 letter -$ -$
Certified Letter Return Receipt 0 each -$ -$
Courier Services 0 each -$ -$
ODE SUBTOTAL -$
TRAFFIC SUMMARY
TOTAL BASIC SERVICES 35,200.00$
TOTAL OTHER DIRECT EXPENSES -$
TOTAL 35,200.00$
Detailed Traffic Design Services - 16th Street, A Street to Polk Street
HR Green
2025-02-10
SR. Traffic
Engineer
Project
Manager
Engineer 1 -
Traffic
Engineer
Project
Controls/Adminis
trative
Page 1 of 1 LOE
EXHIBIT E
LA PORTE REDEVELOPMENT AUTHORITY,
CITY OF LA PORTE, TEXAS
AGENDA MEMORANDUM
TO: La Porte Redevelopment Authority Board of Directors
FROM: Zone Administrator
SUBJECT: Agenda Item Materials
LA PORTE REDEVELOPMENT AUTHORITY
c/o Hawes Hill & Associates LLP
P.O. Box 22167
Houston TX 77227-2167
713-595-1200 or FAX 281-888-6314
6. Receive Bookkeeper’s Report and consider approval or other action regarding authority invoices.
La Porte Redevelopment Authority
Statement of Revenue & Expenditures - Actual vs. Budget
January 2025
Jan 25 Budget Oct - Jan 25 YTD Budget Annual Budget
Income
4000 · Tax Increments - County 107,237.00 107,237.00 428,948.00 428,948.00 1,286,848.00
4010 · Tax Increments - City 215,552.00 215,552.00 862,208.00 862,208.00 2,586,623.00
4020 · Tax Increments - ISD 328,971.00 328,971.00 1,315,884.00 1,315,884.00 3,947,649.00
4100 · Interest Income 69,611.37 58,333.00 300,624.40 233,332.00 700,000.00
Total Income 721,371.37 710,093.00 2,907,664.40 2,840,372.00 8,521,120.00
Expenses
TIRZ M&O Expenses
6010 · Administration & Project Mgmt 4,000.00 4,000.00 16,000.00 16,000.00 48,000.00
6015 · Legal 0.00 2,083.00 8,382.00 8,332.00 25,000.00
6020 · Agreed Upon Procedures Report 0.00 917.00 0.00 3,668.00 11,000.00
6025 · Annual Audit 2,200.00 958.00 11,700.00 3,832.00 11,500.00
6040 · Operating Expenses 334.89 250.00 852.79 1,000.00 3,000.00
6045 · Bank Fees 217.20 183.00 868.20 732.00 2,200.00
6050 · Planning Services 0.00 2,500.00 25,000.00 10,000.00 30,000.00
Total TIRZ M&O Expenses 6,752.09 10,891.00 62,802.99 43,564.00 130,700.00
Transfers
6101 · City Administration 10,778.00 10,778.00 43,112.00 43,112.00 129,331.00
6110 · Educational Facilities 38,474.00 38,474.00 153,896.00 153,896.00 461,687.00
Total Transfers 49,252.00 49,252.00 197,008.00 197,008.00 591,018.00
Capital Improvement Projects
6131 · M Street Improvement Project 2,932.35 45,833.00 336,095.88 183,332.00 550,000.00
6132 · Feasibility Study 0.00 5,000.00 80,138.10 20,000.00 60,000.00
6133 · Lakes at Fairmont Greens 0.00 0.00 20,292.95 0.00 0.00
6134 · Infrastructure & Capital Proj.0.00 250,000.00 0.00 1,000,000.00 3,000,000.00
TIRZ Developer Reimbursements
6152 · Beazer Homes Texas LP 0.00 11,831.00 0.00 47,324.00 141,972.00
6153 · Senior Associates 0.00 1,010.00 0.00 4,040.00 12,126.00
6154 · Jabez-LB1 LLC 0.00 23,340.00 0.00 93,360.00 280,082.00
6155 · Hawthorne at La Porte 0.00 65,128.00 0.00 260,512.00 781,542.00
6161 · 92 Fairmont Lakes, Inc.0.00 27,036.00 0.00 108,144.00 324,429.00
Total TIRZ Developer Reimbursements 0.00 128,345.00 0.00 513,380.00 1,540,151.00
Total Capital Improvement Projects 2,932.35 429,178.00 436,526.93 1,716,712.00 5,150,151.00
Total Expenses 58,936.44 489,321.00 696,337.92 1,957,284.00 5,871,869.00
Net Income 662,434.93 220,772.00 2,211,326.48 883,088.00 2,649,251.00
Page 1
La Porte Redevelopment Authority
Bank Registers
As of February 13, 2025
Type Date Num Name Memo Amount Balance
1001 · Amegy Bank Operating 24,422,978.40
Check 01/21/2025 DEBIT Amegy Bank December Acct Analysis Fee -217.20 24,422,761.20
Deposit 01/31/2025 DEP Amegy Bank January Interest 69,611.37 24,492,372.57
Bill Pmt -Check 02/13/2025 1049 Carter Construction, LLC Job #2323 - Payment Application #10 -118,144.98 24,374,227.59
Bill Pmt -Check 02/13/2025 1050 Gauge Engineering Proj 1299-M Street-CPS, CMT, CM&I -2,932.35 24,371,295.24
Bill Pmt -Check 02/13/2025 1051 Hawes Hill & Associates LLP January 2025 Prof Consulting & Admin Fee -4,334.89 24,366,960.35
Bill Pmt -Check 02/13/2025 1052 McCall Gibson Swedlund Barfoot Ellis PLLC2024 Annual Audit-Final Billing -2,200.00 24,364,760.35
Total 1001 · Amegy Bank Operating -58,218.05 24,364,760.35
TOTAL -58,218.05 24,364,760.35
Page 2
La Porte Redevelopment Authority
Contract Status Report
As of February 13, 2025
Invoice Amount Contract
Date Invoice #Invoiced Balance
J. Morales Inc.
M Street Improvement Project - Engineering Services
2/20/2020 19704, 19772 42,000.00
4/20/2020 19820, 19853 24,000.00
12/14/2020 20053 12,000.00
5/11/2021 20212, 20264 8,400.00
9/10/2021 20431 1,096.00
7/6/2022 20934 2,400.00
89,896.00
Gauge Engineering, LLC
M Street Improvement Project - Task Order No. 1
Miscellaneous Tasks & Bid Phase
Original Contract Amount 15,450.00
9/29/2022 2027 (2,855.00) 12,595.00
(2,855.00) 12,595.00
Gauge Engineering, LLC
M Street Improvement Project - Task Order No. 2
Design and Bid Phase Services
Original Contract Amount 217,660.50
12/7/2022 2068 (7,908.20) 209,752.30
1/30/2023 2181 (39,981.24) 169,771.06
6/16/2023 2340, 2402, 2438 (90,711.96) 79,059.10
9/18/2023 2494, 2557, 2604 (45,841.33) 33,217.77
11/14/2023 2677 (15,273.54) 17,944.23
10/31/2023 2772 (18,044.23) (100.00)
(217,760.50) (100.00)
Gauge Engineering, LLC
M Street Improvement Project - Task Order No. 3
Construction Phase, Materials Testing and Management & Inspection Services
Original Contract Amount 398,725.00
12/15/2023 2843 (12,000.00) 386,725.00
2/16/2024 2961 (1,289.20) 385,435.80
4/2/2024 3078 (21,247.58) 364,188.22
5/1/2024 3158 (31,894.61) 332,293.61
6/5/2024 3260 (34,554.58) 297,739.03
7/2/2024 3332 (45,417.13) 252,321.90
7/31/2024 3397 (65,861.86) 186,460.04
8/31/2024 3478 (43,239.54) 143,220.50
9/30/2024 3557 (48,546.79) 94,673.71
10/31/2024 3638 (42,998.33) 51,675.38
11/30/2024 3719 (36,331.62) 15,343.76
12/31/2024 3798 (8,094.64) 7,249.12
1/31/2025 3867 (2,932.35) 4,316.77
(394,408.23) 4,316.77
Page 3
La Porte Redevelopment Authority
Contract Status Report
As of February 13, 2025
Invoice Amount Contract
Date Invoice #Invoiced Balance
Gauge Engineering, LLC
M Street Improvement Project - Task Order No. 4
Feasibility Study
Original Contract Amount 159,790.00
5/1/2024 3159 (1,147.25) 158,642.75
6/5/2024 3261 (17,066.75) 141,576.00
7/2/2024 3331 (15,035.63) 126,540.37
7/31/2024 3398 (12,535.93) 114,004.44
8/31/2024 3479 (9,443.29) 104,561.15
9/30/2024 3558 (24,423.05) 80,138.10
10/31/2024 3639 (80,138.10) -
(159,790.00) -
Gauge Engineering, LLC
M Street Improvement Project - Task Order No. 5
Lakes at Fairmont Green Detention Basin Evaluation
Original Contract Amount 11,400.00
7/2/2024 3330 (1,930.80) 9,469.20
7/31/2024 3399 (5,192.00) 4,277.20
8/31/2024 3480 (2,984.00) 1,293.20
ADD: Topo Survey/QAQC/Sub Mgmt 20,136.00 21,429.20
10/31/2024 3637 (9,174.40) 12,254.80
11/30/2024 3721 (11,118.55) 1,136.25
(10,263.75) 1,136.25
Carter Construction
M Street Improvement Project - Construction Services
Original Contract Amount 2,491,925.00
3/31/2024 Pay App #1 (81,710.00) 2,410,215.00
4/30/2024 Pay App #2 (849,184.30) 1,561,030.70
5/31/2024 Pay App #3 (501,782.50) 1,059,248.20
6/30/2024 Pay App #4 (225,060.00) 834,188.20
7/31/2024 Pay App #5 (9,048.00) 825,140.20
8/31/2024 Pay App #6 (112,004.85) 713,135.35
9/30/2024 Pay App #7 (338,371.00) 374,764.35
10/31/2024 Pay App #8 (214,593.94) 160,170.41
11/30/2024 Pay App #9 (31,145.00) 129,025.41
1/31/2025 Pay App #10 - 129,025.41
(2,362,899.59) 129,025.41
Total Remaining Contract Balances 146,973.43
Page 4
Paid with Check #1049
February 7, 2025
Mr. David Hawes, Administrator
La Porte Redevelopment Authority (TIRZ #1)
9600 Long Point Road , Suite 200
Houston, Texas 77035
Reference: M Street Improvement Project
Proj. No. 75-19
Carter Construction, LLC. Payment No. 10
Dear Mr. Hawes:
Carter Construction, LLC has submitted estimate No. 10 in the amount of $118,144.98 for construction services rendered
through January 31, 2024. Based on our review, Carter Construction has complied with all requirements stated in the
estimate and we recommend payment of $118,144.98 to Carter Construction .
The following billing information is to be used for payment:
Carter Construction, LLC
7615 FM 3180
Baytown, TX 77523
If you have any questions or require additional information, please feel free to contact me at (832) 318-8800.
Sincerely,
Muhammad Ali, P.E .
Principal
Enclosures: Carter Construction Pay Est. No. 10
11750 Katy Freeway, Suite 400 • Houston, TX 77089
Paid with Check #1049
Estimate No .
Cut off Date
Estimate Date
10
01 /31/25
02/07 /25
Project Name
Contractor Name
Address
City of La Porte I La Porte Redevelopment Authority (TIRZ #1)
Estimate and Certificate for Payment Unit Price Work
M Street Improvement Project
Carter Construction , LLC
7615 FM 3180 , Baytown , TX 77523 Proj No. 75-19
Contract Date
Start Date
1/25/2024
3/18/2024
11/13/2024
CONTRACT TIME IN CALENDAR DAYS
Original Contract Time 240
Current Contract Completion Date
Percentage By Time
Date Insurance Exp. :
CONTRACT AMOUNT TO DATE :
1-Original Contract Amount
2-Approved Change Orders
132.92%
1/24/2025
No .
1
In Place 100 .00%
Drug Policy Due Date : N/A
Date Ext.Days
02/06/2025
Amount
$(129 ,025.41)
Approved Extensions
Total Contract Time
Days Used to Date
Days Remaining to Date
Schedule Update Received
$2,491,925.00
0
240
319
N/A
Total Approved Extentions 0 Total Change Orders to Date $(129,025.41)
3-Approved Work Change Directives
A. EARNINGS TO DATE
1-Work Completed to Date
2-Material Stored on Site
3-Material Stored in Place
No.
4-Balance-Materials Accepted Not in Place
5-Work Change Directives -In Place
B. DEDUCTIONS
1-Retainage 5%
2-Retainage Release 5%
3-Total Retainage
4-Liquidated Damages
5-Assessments
6-Inspector Overtime Costs
C. AMOUNT DUE THIS PERIOD
1-Total Earnings to Date
2-Total Deductions
3-Total Payments Due
4-Less Previous Payments
5-Restoration Adjustment
Prepared By
Approved By :
Of
Of
Date Ext.Days Am ount
Total Pending Work Change Directives to Date $0.00
94 .82% Complete
$0.00
$2 ,362 ,899 .59
$2 ,362 ,899 .59
0.00 Days@
$0 .00
$0 .00
2/7/2025
Date
2/13/2025
TOTAL CONTRACT AMOUNT (excludes WCDs) $2,362,899.59
Current Month Billing $0.00
$2,362 ,899.59
@85% $0 .00
$0 .00
TOTAL EARNINGS TO DATE $2,362,899.59
$118 144 .98
$(118144 .98)
$0 .00
$0 .00
$0.00
$0.00
TOTAL DEDUCTIONS $0.00
$2 ,362 ,899.59
$0.00
TOTAL AMOUNT DUE CONTRACTOR THIS DATE
BALANCE REMAINING
Reviewed By
$2,362,899.59
$2 ,244,754.61
$0.00
$118,144.98
($0.00)
2/7/2025
Date
La Porte Redevelopment Authority Date
Paid with Check #1049
ESTIMATE No. Ten & Final
Project Name : M Street Improvement Project
Cont ra ct Awarded : _1_1_/1_6_/_20_2_3 _____ _
Covering Per iod : _1_2_/1_/_2_02_5 _____ _
Contractor: Carter Construction, LLC
Amount Retained : $ 0.00 ----------
Tot a I Deduction : $2,244,754.61
Job No . 2323
Date . 2/6/2025
Sheet: of
Owner: La Porte Redevelopment Authority
Total Contract Amount: $2,491,925.00
Through _2_/4_/2_0_2_5 _____ _
Total Done To Date : $2,362,899 .59
Previous Payment · $2,244,754.61
Total Due for Payment: $ 118,144.98
To the best of my knowledge , I cert ify that all items , quantities , and prices of work and materials shown on the face
of this estimate are correct ; that all work has been performed and materials supplied in full accordance with the
terms and conditions of the corresponding construction contractual documents between the Owner and the
Contractor, all changes authorized thereto ; that the forego ing is a true and correct statement of the contract
account up to and including the last day of the period covered by this est imate and that no part of the "AMOUNT
DUE FOR PAYMENT" has been received .
I further certify that all pervious payments for labor, material , and expendable equipment employed in the
performance of said contract have been applied to discharge my obligations in connection with the work covered
by prior applications fo r payment.
Date : _____ F_e_b_ru_a_r..:;..y_6_;.,_2_0_2_5 _____ _
STATE OF TEXAS
COUNTY OF CHAMBERS COUNTY
§
§
By :_e_u _R _' _
Paul Fowler, Project Manager
BEFORE ME , the undersigned Notary Public in and for the State of Texas , on this day personally appeared
___ P_a_u_l _F_o_w_le_r ____ known to me (or proved to me on the oath of __________ ~ to be the
person whose name is subscribed to the foregoing instrument. and acknowledged to me that he executed the
same for the purposes and consideration therein expressed .
GIVEN UNDER MY HAND AND SEAL OF OFFICE , this~ day of February , 20~.
Notary Public in and for the State of Texas
My Commission ExpiresC1b .Cf5 . 2 lo
57
Paid with Check #1049
CONTRACTOR'S RELEASE OF UENS,
-LEIN WAIVER, AND AFFIDAVIT
Reference is hereby made to that certain Agreement between La Porte RedevekipmentAuthority
(hereinafter called 1'0wnerl}) and CarterConstructkm,. LLC (hereinafter called "Contractor)} dated
January 25, 2024 , on the project known as: M Street Improvement.Project being
erected upon the real property described in Exhibit A attached hereto and made a part hereof.
Referenoe is also made to those certain invoices of the Contractor to Owner set forth in Exhibit B
attached hereto and made a part hereof.
The Contractor does hereby represent and warrant subject to contractual retainage not yet duei ifany:
A That an bills for materials and afl labor and services furnished by or through it on said project
from the commencement of the work thereon to the date hereof have been or will be fully paid and
discharged by it out of the proceeds received or to received pursuant to the Owner's draw request of
even date herewith; save and except those fisted below. if any; and,
B That the receipted material bills and the certified payrolls attached td this lien waiver have been
fully paid and discharged by the Contractor and represent work, materials, and labor actually furnished
on said project and constitute all of the work, materials, and labor furnished by or through the Contractor
on said project as of the date hereof.
C The schedule of account for the Contractor is as follows:
Total CohtractAmount
Total Completed to Date
Less Agreed Retainage
Total Earned Less Retainage
Less Previous Payment Received
Amount Paid lnc.ident to this Lien Waiver
$ 2A91,925.00
$2,244,754.61
$ 0.00
$ 2,244,754.f):1
$ 2.t244,754.61
$ 118,144.98
Upon the receipt by the Contractor of the Ownerfs remittance for the amou.nt of said invoice and
the final clearance and payment of said remittance 1 the Contractor.
1. Agrees to and does hereby waive and release said property! project, Owner, and alf
bond or payment sureties and guarantors o.f said owner, if any, from, and does hereby
agree to protect, indemnify! defend, snd hold harmless said property, project, Owner,
lendersi sureties, and guarantors against,
a. Any and all liens, statutory! constitµtional, or otherwise, and;
b. Any·and all obligations under any bond or guaranty for payment, ifany, furnished
by said Owner, whether pursuant to agreement or requirement of law, and,
c. Any and all other claims whatsoever, statutory, constitutional or otherwise, for
any and all worki labor, and materials furnished by or throt1gh the Contractor.
The remittance of said Owr1er, identified as payment of said Invotoes and endorsed by the Contractor
and marked ''paid'r or "canceled" by the bank against which said remittance was drawn, shall constitute
63
Paid with Check #1049
conclusive proof that said invoice was paid and that payment thereof was received by the Contractor ,
and thereupon , this lien waiver shall become effective automatically and without requirement of any
further act, acknowledgment or receipt on the part of the Contractor.
The undersigned representative of the Contractor does hereby certify under oath that the warranties and
representations herein contained are true and correct and that he or she is fully authorized and
empowered to execute this instrument for and on behalf of the Contractor and to bind the Contractor
hereto.
Dated this 6th day of __ F_e_b_ru_a_ry ___ , 2025.
By :
Name: Paul Fowler
Title : Project Manager
64
Paid with Check #1049
STATE OF TEXAS §
COUNTY OF CHAMBERS COUNTY §
SUBSCRIBED AND SWORN TO BEFORE ME . the undersigned authority ,
by Paul Fowler Project Manager of Carter Construction, LLC ----------, known to
me to be the person whose name is subscribed to the foregoing instrument , and acknowledged to me
that he executed the same for the purposes and consideration therein expressed .
GIVEN UNDER MY HAND AND SEAL OF OFFICE , this 6th day of February , 2025
Notary Public in and for the State of Texas
Chi \stiro~,0\ef
Printed or Stamped Name of Notary
My Comm ission Expires : Cfb . oS . ~ \Jd b
65
Paid with Check #1049I CAi=IT= CONSTRUCTION, LLC I APPLICATION FOR PAYMENT Owner: City of La Porte I La Porte Redevelopment Authority 604 W Fairmont Parkway La Porte, TX 77571 Attn: Gauge Engineering, Taylor Risien, P.E. Contractor: Carter Construction, LLC 7615 FM 3180 Baytown, TX 77523 Date: February 5, 2025 Estimate No.: 10 begin end Estimate Period: 12/01/24 02/04/25 2323 Carter Constr. Job No.: .... I ____ _ CONTRACT FOR: M Street Improvement Project PAYMENTS Mar $ Work Completed Time Used Original Contract Amount: $ 2,491,925.00 Change Orders: $ 2 Apr $ 3 May $ 5% 0 Current Contract Amount: $ 2,491,925.00 4 Jun $ 5 Jul $ TOTAL WORK COMPLETE: I 94.8% I$ 2,362,899.59 6 Aug $ COMPLETED CHANGE ORDER TOT AL: $ 7 Sep $ BILLED INVENTORY: $ 8 Oct $ TOTAL WORK COMPLETED INCL. CHANGE ORDERS: $ 2,362,899.59 9 Nov $ RET AINAGE (0%): $ SUBTOTAL LESS RETAINAGE: $ 2,362,899.59 95% 240 LESS PREVIOUS ESTIMATES: $ 2,244,754.61 • Work Completed • Days Used • Days Remaining • Work Balance Remaining TOTAL AMOUNT DUE FOR PAYMENT: $ 118,144.98 Contractor: Carter Construction, LLC Engineer: Gauge Engineering SIGNED: SIGNED: Paul Fowler, Project Manager DATE: __________ F_eb_r_u_a~ry_5~,_2_0_2_5 ________ _ DATE: 73,539.00 764,265.87 451,604.25 202,554.00 8,143.20 100,804.37 304,533.90 193,134.54 146,175.48 2,244,754.61
Paid with Check #1049SCHEDULE OF VALUES PROJECT: M Street Improvement Project ESTIMATE No.:I 10 I ESTIMATE PERIOD: 12/1/24 • 2/4/25 BID DESCRIPTION CONTRACT UNIT UNIT TOTAL QUANTITY AMOUNT QUANTITY AMOUNT TOTAL TOTAL PERCENT ITEM QTY. PRICE THIS THIS PREVIOUS PREVIOUS QUANTITY AMOUNT COMPLETE PERIOD PERIOD PERIODS PERIODS TO DATE TO DATE SITE PREPARATION AND EARTHWORK ITEMS: 1 Mobilization 1.00 LS $96,000.00 $96,000.00 $0.00 1.00 $96,000.00 1.00 $96,000.00 100.00% 2 Proiect Sign 1.00 LS $1,100.00 $1,100.00 $0.00 1.00 $1,100.00 1.00 $1,100.00 100.00% 3 Clearinq and Grubbina 2.23 AC $28,000.00 $62,440.00 S0.00 2.23 $62,440.00 2.23 $62,440.00 100.00% 4 Removing Old Concrete /Sidewalk, Driveway and Ramp) /All Thicknesses) /Rem. and Diso.) 13.00 SY $25.00 $325.00 $0.00 42.50 $1,062.50 42.50 $1,062.50 326.92% 5 Removina Old Concrete /Pavement} /All Thicknesses) /Removal and Disoosall 506.00 SY $15.00 $7,590.00 S0.00 545.00 $8,175.00 545.00 $8,175.00 107.71% 6 Removinq Old Concrete (Concrete Curb) (Removal and Disoosal) 271.00 LF $2.50 $677.50 $0.00 271.00 $677.50 271.00 $677.50 100.00% 7 Roadwav Excavation with 3" Striooina 3,070.00 CY $9.00 $27,630.00 $0.00 2963.00 $26,667.00 2963.00 $26,667.00 96.51% 8 Removing Old Structures /Inlets) (All Depths) (Removal and Disposal) 1.00 EA $600.00 $600.00 S0.00 1.00 $600.00 1.00 $600.00 100.00% 9 Removina Old Structures /IPioes) /All Tvoes, Sizes & Deothsl /Removal and Disoosal\ 16.00 LF $15.00 $240.00 $0.00 58.00 $870.00 58.00 $870.00 362.50% SUBGRADE AND PAVING ITEMS: 10 Lime Stabilized Subarade Manioulation, 6" Thick 6,000.00 SY $5.00 $30,000.00 S0.00 5981.33 $29,906.65 5981.33 $29,906.65 99.69% 11 Lime Slurrv (8% bv Orv Weight) 125.00 TON $305.00 $38,125.00 $0.00 122.04 $37,222.20 122.04 $37.222.20 97.63% 12 Reinforced Concrete Pavement, Hiah Earlv Strenath /Drivewav), 7" Thick 87.00 SY $83.00 $7,221.00 $0.00 $0.00 0.00 $0.00 0.00% 13 Reinforced Concrete Pavement (Road), 6" Thick 5,144.00 SY $62.00 $318,928.00 $0.00 5260.00 $326,120.00 5260.00 $326,120.00 102.26% 14 Bank Run Sand, 2" Thick 32.00 CY $25.00 $800.00 $0.00 $0.00 0.00 $0.00 0.00% 15 Reinforced Concrete Retainina Wall 61.00 CY $710.00 $43,310.00 $0.00 $0.00 0.00 $0.00 0.00% 16 Cement Stabilized Sand, Complete in Place 6" Thick 87.00 SY $32.00 $2,784.00 $0.00 $0.00 0.00 $0.00 0.00% 17 Reinforced Concrete Curbs, 6" 3,200.00 LF $4.50 $14,400.00 $0.00 3200.00 $14,400.00 3200.00 $14,400.00 100.00% 18 Reinforced Concrete Curbs, 6" /Dowled) 75.00 LF $9.00 $675.00 $0.00 78.00 $702.00 78.00 $702.00 104.00% 19 Reinforced Concrete Sidewalk, 4" Thick 1,694.00 SY $71.00 $120,274.00 $0.00 1706.94 $121,192.74 1706.94 $121,192.74 100.76% 20 Concrete ADA Ramo Tvoe 7 6.00 EA $1,600.00 $9,600.00 $0.00 6.00 $9,600.00 6.00 $9,600.00 100.00% TRAFFIC CONTROL ITEMS: 21 Traffic Control and Reaulation 8.00 MO $500.00 $4,000.00 $0.00 8.00 $4,000.00 8.00 $4,000.00 100.00% SIGNING AND STRIPING ITEMS: 22 Aluminum Sions (Ground Mounted) - Furnish and Install 3.00 EA $800.00 $2,400.00 $0.00 3.00 $2,400.00 3.00 $2,400.00 100.00% 23 Reflectorized Pavement Markinas (Y) /4") /SLDl -Furnish and Aoolied 2,942.00 LF $1.00 $2,942.00 S0.00 2916.00 $2,916.00 2916.00 $2,916.00 99.12% 24 Reflectorized Pavement Markinqs (Wl I12"\ ISLD\ -Furnish and Aoolied 221.00 LF $3.00 $663.00 S0.00 208.00 $624.00 208.00 $624.00 94.12% 25 Reflectorized Pavement Markinas (W) (24") /SLD) -Furnish and Aoolied 50.00 LF $7.00 $350.00 $0.00 48.00 $336.00 48.00 $336.00 96.00% 26 Raised Reflective Pavement Marker Tvoe II-A-A -Furnish and Install 72.00 EA $6.00 $432.00 $0.00 74.00 $444.00 74.00 $444.00 102.78% DRAINAGE ITEMS: 27 Trench Safetv Svstem 5-10' 1,461.00 LF $3.50 $5,113.50 $0.00 1768.00 $6,188.00 1768.00 $6,188.00 121.01% 28 Reinforced Concrete Pioe, C76, Class Ill, Rubber Gasket /12") /Restrictor) 8.00 LF $120.00 $960.00 $0.00 8.00 $960.00 8.00 $960.00 100.00%
Paid with Check #104929 Reinforced Concrete PiPe, C76, Class Ill, Rubber Gasket (18") /Restrictor) 7.00 LF $125.00 $875.00 $0.00 7.00 $875.00 7.00 $875.00 100.00% 30 Reinforced Concrete Pipe, C76, Class 111, Tonoue and Groove (24") (Culvert) 60.00 LF S135.00 $8,100.00 S0.00 55.00 $7,425.00 55.00 $7,425.00 91.67% 31 Reinforced Concrete Pipe, C76, Class Ill, Rubber Gasket (24") 412.00 LF $135.00 $55,620.00 SO.GO 410.00 $55,350.00 410.00 $55,350.00 99.51% 32 Reinforced Concrete Pipe, C76, Class Ill, Rubber Gasket /30") 30.00 LF $170.00 $5,100.00 $0.00 30.00 $5,100.00 30.00 $5,100.00 100.00% 33 SET-PD TYP II /6:1) 24" RCP (With Pipe Runners) 2.00 EA $3,700.00 $7,400.00 $0.00 2.00 $7,400.00 2.00 $7,400.00 100.00% 34 Precast Standard Manhole (4' Diameter) (With Additional Depth Greater than 5 Feet) 3.00 EA $3,600.00 $10,800.00 $0.00 3.00 $10,800.00 3.00 $10,800.00 100.00% 35 Precast Modified Manhole /4' Diameter) (Connection to and on too of RCB) 4.00 EA $2,000.00 $8,000.00 $0.00 4.00 $8,000.00 4.00 $8,000.00 100.00% 36 Precast Standard Manhole (6' Diameter) (With Additional Depth Greater than 5 Feet) 2.00 EA $6,100.00 $12,200.00 SO.GO 2.00 $12,200.00 2.00 $12,200.00 100.00% 37 Junction Box -8'X8' 1.00 EA $6,000.00 $6,000.00 $0.00 1.00 $6,000.00 1.00 $6,000.00 100.00% 38 Junction Box -10'X10' 2.00 EA $6,000.00 $12,000.00 $0.00 2.00 $12,000.00 2.00 $12,000.00 100.00% 39 Standard TvPe "C" Inlet /With Additional DePth Greater than 6 Feet\ 5.00 EA $5 400.00 $27,000.00 $0.00 5.00 $27,000.00 5.00 $27 000.00 100.00% 40 Modified Type "C" Inlet /Connection to and on top of RCB) 3.00 EA $4,200.00 $12,600.00 $0.00 3.00 $12,600.00 3.00 $12,600.00 100.00% 41 Standard TvPe "C-1" Inlet (With Additional DePth Greater than 6 Feet) 4.00 EA $6,400.00 $25,600.00 $0.00 4.00 $25,600.00 4.00 $25,600.00 100.00% 42 Standard Type "A" Inlet 2.00 EA $3,000.00 $6,000.00 $0.00 2.00 $6,000.00 2.00 $6,000.00 100.00% 43 8'X4' Reinforced Concrete Box 731.00 LF $885.00 $646,935.00 $0.00 731.00 $646,935.00 731.00 $646,935.00 100.00% 44 8'X4' Reinforced Concrete Box Bend -8 Deq 2.00 EA $7,100.00 $14,200.00 $0.00 2.00 $14,200.00 2.00 $14,200.00 100.00% 45 6'X3' Reinforced Concrete Box 550.00 LF $655.00 $360,250.00 $0.00 550.00 $360,250.00 550.00 $360,250.00 100.00% 46 Brick Pluq 2.00 EA $2,000.00 S4,000.00 $0.00 2.00 $4,000.00 2.00 $4,000.00 100.00% WATER AND SANITARY SEWER ITEMS: 47 Trench Safety System 5-10' 1,242.00 LF $2.00 $2,484.00 $0.00 1241.00 $2,482.00 1241.00 $2,482.00 99.92% 48 12-inch bv 6-inch Tappino Sleeve and Valve with Box 1.00 EA $6,500.00 $6,500.00 $0.00 1.00 $6,500.00 1.00 $6,500.00 100.00% 49 Fire Hydrant Assembly, All Depths, lncludinq 6-inch Diameter Gate Valve and Box 5.00 EA $6,800.00 $34,000.00 $0.00 5.00 $34,000.00 5.00 $34,000.00 100.00% 50 6-inch Diameter Fire Hydrant Branch bv Ooen-Cut 34.00 LF $24.00 $816.00 $0.00 35.00 $840.00 35.00 $840.00 102.94% 51 12-inch Diameter C-900 Water Line by Open-Cut 1,190.00 LF $122.00 $145,180.00 $0.00 1190.00 $145,180.00 1190.00 $145,180.00 100.00% 52 12-inch Diameter C-900 Water Line in Steel Casino bv Open-Cut 18.00 LF $100.00 $1,800.00 $0.00 18.00 $1,800.00 18.00 $1,800.00 100.00% 53 12-inch Diameter Wet Connection 2.00 EA $2,600.00 $5,200.00 $0.00 3.00 $7,800.00 3.00 $7,800.00 150.00% 54 Cut, Pluq, and Abandon Existinq 12-inch Diameter Water Line 2.00 EA $600.00 S1 ,200.00 $0.00 2.00 $1,200.00 2.00 $1 200.00 100.00% 55 Adiust Existino Valve Box to New Grade 4.00 EA $150.00 $600.00 SO.GO 4.00 $600.00 4.00 $600.00 100.00% 56 12-inch Diameter SDR26 Sanitary Sewer by Open-Cul 396.00 LF $96.00 $38,016.00 S0.00 403.00 $38,688.00 403.00 $38,688.00 101.77% 57 12-inch Diameter Pressure-rated SDR26 Sanitary Sewer by Open-Cut 46.00 LF $68.00 $3,128.00 $0.00 46.00 $3,128.00 46.00 $3,128.00 100.00% 58 12-inch Diameter SDR26 Sanitarv Sewer in Steel Casino by Open-Cut 18.00 LF $100.00 $1,800.00 $0.00 18.00 $1,800.00 18.00 $1,800.00 100.00% 59 Adjust Existinq Manhole Frame and Cover to New Grade 2.00 EA $600.00 $1,200.00 $0.00 2.00 $1,200.00 2.00 $1,200.00 100.00% 60 4-Foot Diameter Shallow Depth Precast Manhole (Cover Bolted to Rino) 3.00 EA $9,500.00 $28,500.00 $0.00 3.00 $28,500.00 3.00 $28,500.00 100.00% STORMWATER POLLUTION PREVENTION PLAN ITEMS: 61 Soddinq 4,500.00 SY $5.00 $22.500.00 $0.00 4400.00 $22,000.00 4400.00 $22,000.00 97.78% TPDES General Permit No. TXR 150000, Notice of Intent (NOi) Application Fees 62 I (Contractor's NOi Fee & Harris County's NOi Fee, Each Fee shall be set price of $325.00) 2.00 EA $350.00 $700.00 $0.00 2.00 $700.00 2.00 $700.00 100.00% Reinforced Filter Fabric Barrier (60% of unit cost for furnish and installation and 40% of unit cost 63 for removal) 99,00 LF $7.00 $693.00 $0.00 99.00 $693.00 99.00 $693.00 100.00% Inlet Protection Barrier (Stage 1, With Fiber Rolls; 60% of unit cost for furnish and installation, and 64 40% of unit cost for removal) 1.00 EA $200.00 $200.00 $0.00 1.00 $200.00 1.00 $200.00 100.00% Stabilized Construction Access (Type 1-Rock; 60% of unit cost for furnish and installation, and $4,123.00 65 40% of unit cost for removal) 133.00 SY $31.00 $4,123.00 $0.00 133.00 $4,123.00 133.00 100.00% Concrete Truck Washout Structures (60% of unit cost for furnish and installation, and 40% of unit 66 cost for removal) 2.00 EA $1,500.00 $3,000.00 $0.00 2.00 $3,000.00 2.00 $3,000.00 100.00%
Paid with Check #1049Inlet Protection Barrier (For Stage II Inlets, Gravel Bags; 60% of unit cost for furnish and 67 installation, and 40% of unit cost for removal) 12.00 EA $50.00 $600.00 $0.00 7.20 $360.00 7.20 $360.00 60.00% 68 SW PPP Inspection and Maintenance (Min. Bid -$2 000/Month) 8.00 MO $2,000.00 $16,000.00 $0.00 8.00 $16,000.00 8.00 $16 000.00 100.00% EXTRA WORK ITEMS (TO BE AUTHORIZED BY ENGINEER): 69 Borrow (Min. Bid $10/CY) 400.00 CY $10.00 $4,000.00 $0.00 $0.00 0.00 $0.00 0.00% 70 Groundwater Control/Well Pointinq (Min. Bid $25/LF) 1 753.00 LF $25.00 $43.825.00 $0.00 $0.00 0.00 $0.00 0.00% 71 Uniformed Peace Officers (Min Bid $45.00/HR) 80.00 HR $45.00 $3,600.00 $0.00 $0.00 0.00 $0.00 0.00% CASH ALLOWANCE: 72 Cash Allowance /see additional work items summarv oaoe\ 1.00 LS $100,000.00 $100,000.00 $0.00 0.65767 $65,767.00 0.65767 $65,767.00 65.77% TOTALS $2,491,925.00 $0.00 $2,362,899.59 $2,362,899.59 94.82% SCHEDULE OF VALUES CERTIFICATION: CONTRACTOR: Carter Construction, LLC ENGINEER: Gauge Engineering SIGNED: LJR SIGNED: Paul Fowler, Project Manager DATE: 2-5-2025 DATE:
Paid with Check #1049Additional Work Items Summary (Field Changes) M Street Improvement Project ESTIMATE No.:I 10 I ESTIMATE PERIOD: 12/1/24 -2/4/25 BIO DESCRIPTION BID UNIT UNIT TOTAL QUANTITY AMOUNT QUANTITY AMOUNT TOTAL TOTAL PERCENT ITEM QTY. PRICE THIS THIS PREVIOUS PREVIOUS QUANTITY AMOUNT COMPLETE PERIOD PERIOD PERIODS PERIODS TO DATE TO DATE Cash Allowance Items -See bid item 72 Waterline Offset (RFI 2323-02) 73 Exploratory excavation to locate existinq WL 1.00 LS $ 600.00 $ 600.00 $ 1.00 $ 600.00 1.00 $ 600.00 100.00% 74 Remove Existinq 12" Tee 1.00 EA $ 400.00 $ 400.00 $ $ 0.00 $ 0.00% 75 Remove Existing 12" C900 WL 20.00 LF $ 50.00 $ 1,000.00 $ 20.00 $ 1,000.00 20.00 $ 1,000.00 100.00% 76 Install 12" Tee at45 Degree Angle 1.00 EA $ 1,500.00 $ 1,500.00 $ $ 0.00 $ 0.00% 77 Install 12" DR14 C900 WL 35.00 LF $ 200.00 $ 7,000.00 $ 33.00 $ 6,600.00 33.00 $ 6,600.00 94.29% Replace Existing 36" RCP (RFI 2323-04) 78 Adjust Existinq Storm Manhole 1.00 EA $ 600.00 $ 600.00 $ 1.00 $ 600.00 1.00 $ 600.00 100.00% 79 Reinforced Concrete Pipe, C76, Class Ill, Rubber Gasket (36") 48.00 LF $ 300.00 $ 14,400.00 $ 48.00 $ 14,400.00 48.00 $ 14,400.00 100.00% Replece Existing 48" Outfall "B" Pipe (RFI 2323-05} 80 6" Pump 6.00 DAY $ 800.00 $ 4,800.00 $ 4.38 $ 3,504.00 4.38 $ 3,504.00 73.00% 81 48" HOPE 60.00 LF $ 275.00 $ 16,500.00 $ 60.00 $ 16,500.00 60.00 $ 16,500.00 100.00% 82 Rip-Rap 50.00 SY $ 125.00 $ 6,250.00 $ 42.00 $ 5)50.00 42.00 $ 5,250.00 84.00% 83 48" Timber Bent 1.00 EA $ 3,500.00 $ 3,500.00 $ 1.00 $ 3,500.00 1.00 $ 3,500.00 100.00% 84 Sodding (Pond Slope) 200.00 SY $ 5.00 $ 1,000.00 $ 200.00 $ 1,000.00 200.00 $ 1,000.00 100.00% Offsed 12" Water Line Over 48" HOPE (RFl-2323-06) 85 Remove ExistinQ 12" C900 WL 20.00 LF $ 50.00 $ 1,000.00 $ 20.00 $ 1,000.00 20.00 $ 1,000.00 100.00% 86 Install 12" DR14 C900 WL (includes beddinq, backfill, and all fittinqs) 35.00 LF $ 200.00 $ 7,000.00 $ 26.00 $ 5,200.00 26.00 $ 5,200.00 74.29% Hotel Drivewav Pavinq (RFl-2323-08\ 1 Reinforced Concrete Pavement (Driveway), 7" Thick 87.00 SY $ 74,00 $ 6.438.00 $ 87.00 $ 6,438.00 87.00 $ 6,438.00 100.00% 2 Hotel Driveway Firelane Stripinq on new 6" Curb 35.00 LF $ 5.00 $ 175.00 $ 35.00 $ 175.00 35.00 $ 175.00 100.00% TOTALS $72,163.00 $0.00 $65,767.00 $65,767.00 91.14%
Paid with Check #1050
Gauge Engineering
11750 Katy Freeway, Suite 400
Houston , TX 77079
La Porte TIRZ
9600 Long Point Road
Suite 200
Houston, TX 77055
Professional Services Provided Through January 31, 2025
Contract
Description Amount
Construction Phase Services
Construction Phase Services 49,140.00
Printing and 1,835 .50
Reproduction/Mileage/Deliveries
TDLR Review/Inspections 1,500.00
Extra Engineering Effort 12,000.00
Subtotal 64,475.50
Construction Materials Testing
Construction Materials Testing & 104,383.48
Inspection -Terracon
Subtotal 104,383.48
Construction Management & Inspection
Construction Management 35,360.00
Construction Inspection 191,720.24
Expenses 2,785.78
Subtotal 229,866.02
Total 398,725.00
Aging Summary
Invoice Number Invoice Date Outstanding
3867 02/07/2025 2,932.35
Total 2,932.35
La Porte TIRZ
Invoice number 3867
Date
Project
Percent Prior
Complete Billed
95 .00 46,683.00
95 .00 604 .98
100.00 665.00
100.00 12,000.00
96 .05 59,952 .98
100 .00 104 ,383.48
100.00 104,383.48
95.00 33,592.00
100 .00 190,761.64
100 .00 2,785 .78
99.23 227,139.42
98.92 391,475.88
Current Over 30
2 ,932.35
2,932.35 0.00
Invoice number 3867
Page 1
02/07/2025
1299 M STREET -CPS, CMT, CM&I
Total
Billed Remaining Current Billed
46,683.00 2,457.00 0.00
1,743.73 91.77 1,138.75
1,500.00 0.00 835 .00
12,000.00 0.00 0.00
61,926.73 2,548.77 1,973.75
104,383.48 0.00 0.00
104,383.48 0.00 0 .00
33,592.00 1,768.00 0 .00
191,720.24 0.00 958.60
2,785.78 0.00 0.00
228,098.02 1,768.00 958.60
394,408.23 4,316.77 2,932 .35
Invoice total I 2,932.351
Over 60 Over90 Over 120
0 .00 0.00 0.00
Please note new mailing address
Please make checks payable to:
Gauge Engineering, LLC
11750 Katy Freeway, Suite 400
Houston, TX 77079
Invoice date 02/07/2025
Paid with Check #1051
INVOICE
BILL TO
La Porte RedevelopmentAuthority/TIRZ #j
604 W Fairmont Pkwy.
LaPorte , TX 77571
United States
DESCRIPTION
Professional Consulting and Administration Fee: January 2025
In-House Postage , Photocopies, Binding , Etc.: January 2025
Hour Messenger, Courier services provided : 12/02/2024
Reimbursable Mileage, Parking , Tolls and Related Expenses , L. Clayton : September 2024
Reimbursable Mileage, Parking , Tolls and Related Expenses , D. Hawes: December 2024
BALANCE DUE
Page 1 of 1
INVOICE
DATE
2302
02/01/2025
AMOUNT
4 ,000 .00
197.94
33 .77
52.26
50 .92
$4,334.89
Paid with Check #1051
LA PORTE RDA/TIRZ #1
In-house Postage, Photocopies, Binding, etc.
Postage
Date
1/10/2025
Photocopies@ $0.15
Amount
$ 0.69
$ 0.69
Date Pages Amount
1/7/2025 1215 $ 182.25
Total $ 182.25
Color Photocopies @ $0.50
$
Total $
Binding sets@ $1.00
Date Sets
1/7/2025
Total
Total, all Items
Postage
Photocopies
Color Photocopies
Binding sets
TOTAL
Amount
15 $ 15 .00
$ 15.00
$ 0.69
$ 182.25
$
$ 15.00
$ 197.94
Paid with Check #1051
HOUR MESSENGER.COM
Payrnen1s also pt~ by
Croo,1 Ca rd aoo
ACH Oirec.1 Deposj
2a, .. 491.22i a
CUSTOMER
AC COl.)NT ~O.
INVOICE
NUMBfR
lr-WOtCE
DATE
10 .. 750 142246 12/13/24
HAWES HILL & ASSOCIA TES LLP
PO OOX 22167
HOUSTON TX 77227
Ol:LIVl!:,-Y -TICKET NUMBER AMO NT
DME U
11/21124
11/21/24
121e2124
405305
406-306
406365
BOMD-CHECKS
HARDYTIRZ21
LAPORTE
Payable Upon Receipt 14701 Saint Ma,y1 s Ln .
Pas1 Due Su tie 230
After 15, Days Houston TX 17079
40 .. 17
23.12
33.77
---cusTat.•e~ -·-
ACCOUH1 HO. ,
10275 0
HOURMESSENGER .COM
Pavments al~ aoc::@p ed by
Credit Card and
ACr.i 01,ec Oepos,1
281 --497-22 18
INVOICE
NUMBER
142246
INVOICE
DATE
12/13/24
~AWeS HILL & ASSOCIATES LLP
PO-BOX 22167
1 BALANCE DUE UPON RECEIPT.
AFTER 12/28/24~ PAY Sl02.0S
DELIVERY TlCKET NUMBER I AMOUHT
OATE
11/21/24
11/21/24
12/02/24
106305 BOMD-CHECKS
406306 HARDYT18Z21
406385 LAPORTE
retum
ion with
ment to:
► 14701 Sa int Mary 's. Ln.
S ui1e280
Houston TX no79
40.17
2:3.12
33~77
Paid with Check #1051Name Period Ending Service Area Linda Clayton September 30, 2024 La Porte Business Mileage Other ExpenseS(2) Bill to Dist. Date Destination Purpose Miles Driven Item Amount (Y/N) 12-Sep 604 W. Fairmont Pkwy, La Porte, TX Board Meeting 78 y 1 78 $ -I certify that the above expenses were incurred and paid by me: #bd~~ Business Miles (1)@ 9.30.2024 0.67 $ 52.26 Other Expenses (2) • Attach evidence of purchase Signature Date Expenses billed to District (Y $ -Expenses not billed to Distric $ -Amount Billed to District $ 52.26 Approval Date Total Reimbursement $ 52.26
Paid with Check #1051DAVID HAWES EXPENSE REPORT 10/15/2024 -12/31/2024 QUINLAN PURPOSE 10/15/2024 City council Mtg 11/14/2024 City Council Mtg 11/26/2024 Hunt County & Hunt Hospital District Mtg TIRZ20-COH 12/12/2024 TIRZ Board Mtg TIRZ 1-LA PORTE 12/12/2024 TIRZ Board Mtg GSEMD 12/11/2024 Board Mtg EAMD 12/12/2024 Annual Partner's Award Function DCOS 12/16/2024 DCOS Board Mtg TOTAL REIMBURSEMENT MILES 520 520 242 16 76 30 42 30 RATE REIMBURSEMENT TOTAL $ 0.67 $ 348.40 $ 0.67 $ 348.40 $ 0.67 $ 162.14 $ 858.94 $ 0.67 $ 10.72 $ 10.72 $ 0.67 $ 50.92 $ 50.92 $ 0.67 $ 20.10 $ 20.10 $ 0.67 $ 28.14 $ 28.14 $ 0.67 $ 20.10 $ 20.10 $ 988.92
Paid with Check #1052
McCall Gibson Swedlund Barfoot Ellis PLLC
Chris Swedlund
Noel W. Barfoot
Joseph Ellis
Ashlee Martin
La.Porte Redevelopment Authority
c/o Ms. Susan Hill
Hawes Hill & Associates LLP
9600 Long Point Road, Suite 200
Houston, Texas 77055
Client Number-537-00
Certified Public Accountants
January 29, 2025
Mike M. McCall
(retired)
Debbie Gibson
(retired)
Audit of La Porte Redevelopment Authority as of and for the year
ended September 30, 2024, including discussing the audit with the
Board of Directors and testing for compliance with the Public Funds
Investment Act.
Annual Audit Fee $ 11,500 .00
Postage, delivery and report production 200.00
Less Interim Billing 9,500 .00
Balance Due $ 2,200.00
We appreciate your business!
Houston I Austin I Dallas
13100 Wortham Center Drive, Suite 235, Houston, Texas 77065-5610 713-462-0341
LA PORTE REDEVELOPMENT AUTHORITY,
CITY OF LA PORTE, TEXAS
AGENDA MEMORANDUM
TO: La Porte Redevelopment Authority Board of Directors
FROM: Zone Administrator
SUBJECT: Agenda Item Materials
LA PORTE REDEVELOPMENT AUTHORITY
c/o Hawes Hill & Associates LLP
P.O. Box 22167
Houston TX 77227-2167
713-595-1200 or FAX 281-888-6314
7. Receive updates from the city, developers, and staff about development within the Zone.
LA PORTE REDEVELOPMENT AUTHORITY,
CITY OF LA PORTE, TEXAS
AGENDA MEMORANDUM
TO: La Porte Redevelopment Authority Board of Directors
FROM: Zone Administrator
SUBJECT: Agenda Item Materials
LA PORTE REDEVELOPMENT AUTHORITY
c/o Hawes Hill & Associates LLP
P.O. Box 22167
Houston TX 77227-2167
713-595-1200 or FAX 281-888-6314
8. Board member comments.
a. Matters appearing on agenda; and
b. Inquiry of staff regarding specific factual information or existing policy.