R2011-026 - 2011-02-28A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING A CONTRACT FOR ENGINEERING SERVICES
ASSOCIATED WITH THE OLD ALVIN WATERLINE PROJECT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract for design services associated with the Old Alvin
Waterline Project, a copy of which is attached hereto as Exhibit "A" and made a part hereof
for all purposes, is hereby authorized and approved.
Section 2. That the City Manager or his designee is hereby authorized to execute
and the City Secretary to attest a contract for design services associated with the Old Alvin
Waterline Project.
PASSED, APPROVED and ADOPTED this the 28 day of February, A.D., 2011.
ATTEST:
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
RESOLUTION NO. R2011 -26
0
TOM REID
MAYOR
CONTRACT FOR PROFESSIONAL SERVICES
SECTION I SERVICES OF THE CONSULTANT
Exhibit "A"
Resolution No. R2011 -26
THIS CONTRACT is entered into on Feb. 28 2011 by and between the City of Pearland
"CITY and Charles D. Gooden Consulting Engineers, Inc. "CONSULTANT
The CITY engages the CONSULTANT to perform professional services for a project known and
described as Old Alvin Road Water Line_ "PROJECT (Project WA1101)
The CONSULTANT shall perform the following professional services to CITY standards and in
accordance with the degree of care and skill that a professional in Texas would exercise under
the same or similar circumstances:
A. The CONSULTANT shall provide design phase services, bid phase services and
construction administration services. See Exhibit A, attached, for a detailed
SCOPE OF WORK and PROJECT schedule. The PROJECT schedule shall be
submitted in digital and hard copy form in the Microsoft Project for Windows
format.
B. The CONSULTANT shall prepare and submit a detailed opinion of estimated cost
of the PROJECT.
C. The CONSULTANT acknowledges that the CITY (through its employee
handbook) considers the following to be misconduct that is grounds for
termination of a CITY employee: Any fraud, forgery, misappropriation of funds,
receiving payment for services not performed or for hours not worked,
mishandling or untruthful reporting of money transactions, destruction of assets,
embezzlement, accepting materials of value from vendors, or consultants, and/or
collecting reimbursement of expenses made for the benefit of the CITY. The
CONSULTANT agrees that it will not, directly or indirectly; encourage a CITY
employee to engage in such misconduct.
D. The CONSULTANT shall submit all final construction documents in both hard
copy and electronic format. Plans shall be AutoCAD compatible and all other
documents shall be Microsoft Office compatible. The software version used shall
be compatible to current CITY standards. Other support documents, for example,
structural calculations, drainage reports and geotechnical reports, shall be
submitted in hard copy only. All Record Drawings electronic files shall be
submitted to the CITY in TIF format.
E. The CONSULTANT recognizes that all drawings, special provisions, field survey
notes, reports, estimates and any and all other documents or work product
generated by the CONSULTANT under the CONTRACT shall be delivered to the
CITY upon request, shall become subject to the Open Records Laws of this State.
Design 1 of 6 DI, Revised 2/10
F. The CONSULTANT shall procure and maintain for the duration of this
Agreement, insurance against claims for injuries to persons, damages to property,
or any errors and omissions relating to the performance of any work by the
CONSULTANT, its agents, employees or subcontractors under this Agreement,
as follows:
(1) Workers' Compensation as required by law.
(2) Professional Liability Insurance in an amount not less than $1,000,000 in
the aggregate.
(3)
Comprehensive General Liability and Property Damage Insurance with
minimum limits of $1,000,000 for injury or death of any one person,
$1,000,000 for each occurrence, and $1,000,000 for each occurrence of
damage to or destruction of property.
(4) Comprehensive Automobile and Truck Liability Insurance covering
owned, hired, and non -owned vehicles, with minimum limits of
$1,000,000 for injury or death of any one person, $1,000,000 for each
occurrence, and $1,000,000 for property damage.
The CONSULTANT shall include the CITY as an additional insured under the
policies, with the exception of the Professional Liability Insurance and Workers'
Compensation. Certificates of Insurance and endorsements shall be furnished to
the CITY before work commences. Each insurance policy shall be endorsed to
state that coverage shall not be suspended, voided, canceled, and /or reduced in
coverage or in limits "Change in Coverage except with prior written consent of
the CITY and only after the CITY has been provided with written notice of such
Change in Coverage, such notice to be sent to the CITY either by hand delivery to
the City Manager or by certified mail, return receipt requested, and received by
the City no fewer than thirty (30) days prior to the effective date of such Change
in Coverage. Prior to commencing services under this CONTRACT,
CONSULTANT shall furnish CITY with Certificates of Insurance, or formal
endorsements as required by this CONTRACT, issued by CONSULTANT'S
insurer(s), as evidence that policies providing the required coverage, conditions,
and limits required by this CONTRACT are in full force and effect.
Design 2 of 6 DI. Revised 2/10
G. The CONSULTANT shall indemnify and hold the CITY, its officers, agents, and
employees, harmless from any claim, loss, damage, suit, and liability of every
kind for which CONSULTANT is legally liable, including all expenses of
litigation, court costs, and attorney's fees, for injury to or death of any person, for
damage to any property, or errors in design, any of which are caused by the
negligent act or omission of the CONSULTANT, his officers, employees, agents,
or subcontractors under this CONTRACT.
H. All parties intend that the CONSULTANT, in performing services pursuant to this
CONTRACT, shall act as an independent contractor and shall have control of its
own work and the manner in which it is performed. The CONSULTANT is not to
be considered an agent or employee of the CITY.
SECTION II PERIOD OF SERVICE
This CONTRACT will be binding upon execution and end upon completion of the project but
not to exceed 18 months.
SECTION III CONSULTANT'S COMPENSATION
A. The method of payment for this CONTRACT is Lump Sum for Design
Engineering Services, with Bid and Construction Phase Services based on
hourly not to exceed rates plus reimbursable expenses. Total compensation for
the services performed shall not exceed $319,220.00.
B. The CITY shall pay the CONSULTANT in installments based upon monthly
progress reports and detailed invoices submitted by the CONSULTANT subject
to the following limitations:
1. Prior to approval of the design 60% plans, payments to the
CONSULTANT shall not exceed 60% of the total CONTRACT amount.
2. Prior to approval of the final design documents, payments to the
CONSULTANTS shall not exceed 90% of the total CONTRACT amount.
The final approval and payment will be made within a reasonable period
of time regardless of the project construction schedule.
B. The CITY shall make payments to the CONSULTANT within thirty (30) days
after receipt and approval of a detailed invoice. Invoices shall be submitted on a
monthly basis.
Design 3 of 6 Dl. Revised 2/10
SECTION IV THE CITY'S RESPONSIBILITIES
A. The CITY shall designate a project manager during the term of this CONTRACT.
The project manager has the authority to administer this CONTRACT and shall
monitor compliance with all terms and conditions stated herein. All requests for
information from or a decision by the CITY on any aspect of the work shall be
directed to the project manager.
B. The CITY shall review submittals by the CONSULTANT and provide prompt
response to questions and rendering of decisions pertaining thereto, to minimize
delay in the progress of the CONSULTANT'S work. The CITY will keep the
CONSULTANT advised concerning the progress of the CITY'S review of the
work. The CONSULTANT agrees that the CITY'S inspection, review,
acceptance or approval of CONSULTANT'S work shall not relieve
CONSULTANT'S responsibility for errors or omissions of the CONSULTANT or
its sub consultant(s) or in any way affect the CONSULTANT'S status as an
independent contractor of the CITY.
SECTION V TERMINATION
A. The CITY, at its sole discretion, may terminate this CONTRACT for any reason
with or without cause by delivering written notice to CONSULTANT
personally or by certified mail at 2320 Holmes Road, Suite A, Houston, Texas
77051. Immediately after receiving such written notice, the CONSULTANT shall
discontinue providing the services under this CONTRACT.
B. If this CONTRACT is terminated, CONSULTANT shall deliver to the CITY all
drawings, special provisions, field survey notes, reports, estimates and any and all
other documents or work product generated by the CONSULTANT under the
CONTRACT, entirely or partially completed, together with all unused materials
supplied by the CITY on or before the 15 day following termination of the
CONTRACT.
C. In the event of such termination, the CONSULTANT shall be paid for services
performed prior to receipt of the written notice of termination. The CITY shall
make final payment within sixty (60) days after the CONSULTANT has delivered
to the CITY a detailed invoice for services rendered and the documents or work
product generated by the CONSULTANT under the CONTRACT.
D. If the remuneration scheduled under this contract is based upon a fixed fee or
definitely ascertainable sum, the portion of such sum payable shall be
proportionate to the percentage of services completed by the CONSULTANT
based upon the scope of work.
Design 4 of 6 DI. Revised 2/10
E. In the event this CONTRACT is terminated, the CITY shall have the option of
completing the work, or entering into a CONTRACT with another party for the
completion of the work.
F. If the CITY terminates this CONTRACT for cause and/or if the CONTRACTOR
breaches any provision of this CONTRACT, then the CITY shall have all rights
and remedies in law and /or equity against CONSULTANT. Venue for any action
or dispute arising out of or relating to this CONTRACT shall be in Brazoria
County, Texas. The laws of the State of Texas shall govern the terms of this
CONTRACT. The prevailing party in the action shall be entitled to recover its
actual damages with interest, attorney's fees, costs and expenses incurred in
connection with the dispute and /or action. CONSULTANT and CITY desire an
expeditious means to resolve any disputes that may arise between under this
CONTRACT. To accomplish this, the parties agree to mediation as follows: If a
dispute arises out of or relates to this CONTRACT, or the breach thereof, and if
the dispute cannot be settled through negotiation, then the parties agree first to try
in good faith, and before pursuing any legal remedies, to settle the dispute by
mediation of a third party who will be selected by agreement of the parties.
SECTION VI ENTIRE AGREEMENT
This CONTRACT represents the entire agreement between the CITY and the CONSULTANT
and supersedes all prior negotiations, representations, or contracts, either written or oral. This
CONTRACT may be amended only by written instrument signed by both parties.
SECTION VII COVENANT AGAINST CONTINGENT FEES
The CONSULTANT affirms that he has not employed or retained any company or person, other
than a bona fide employee working for the CONSULTANT to solicit or secure this
CONTRACT, and that he has not paid or agreed to pay any company or person, other than a
bona fide employee, any fee, commission, percentage brokerage fee, gift, or any other
consideration, contingent upon or resulting from the award or making of the CONTRACT. For
breach or violation of this clause, the CITY may terminate this CONTRACT without liability,
and in its discretion, may deduct from the CONTRACT price or consideration, or otherwise
recover, the full amount of such fee, commission, percentage brokerage fee, gift, or contingent
fee that has been paid.
Design 5 of 6 DI. Revised 2/10
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
The parties have executed this CONTRACT this 28th day of Feb. 2011.
CI OF PEARLAND, TEXAS
Bill Eisen, City Manager
Design 6 of 6 D1. Revised 2 /10
February 16, 2011
Exhibit A
CHARLES D. GOODEN CONSULTING ENGINEERS, INC.
2320 Holmes Road, Suite A
Houston, Texas 77051 -1014
(713) 660-6905 Fax (713) 660 -8817
cdgce @goodenengineers.com
www.goodenengineers.com
Cara L. Davis Project Manager
City of Pearland Projects Department
3519 Liberty Drive
Pearland, TX 77584
RE: Scope of Services and Fee Proposal for
20" Distribution Water Line along Old Alvin Road from McHard Road to John Lizer Road
City of Pearland Project Number WA1101
Dear Mrs. Davis:
Charles D. Gooden Consulting Engineers, Incorporated (CDGCE) is pleased to present this scope of services and fee
proposal for the above referenced project.
Project Goal
Per suggestions from its most current water modeling, the City of Pearland proposes to construct a 13,200 linear
foot, 20 -inch diameter distribution water line from McHard Road to John Lizer Road along Old Alvin Road. All
existing service lines along the project alignment will be connected to the new 20 -inch line.
On the north end of the project, the new water line will tie into a 20 -inch line originating from the City of Pearland
Water Plant. The tie in location will be in the southwest corner of the intersection of Old Alvin Road and McHard
Road. On the south end of the project, the new line will tie into an existing 20 -inch water line which is presently
stubbed out in the northeast corner of the intersection of John Lizer Road and Old Alvin Road.
Additional Concerns to be addressed in Preliminary Design Phase
Right -of -Way Easements
1. According to an interlocal agreement Old Alvin Road must be 4 lanes wide within 4 years between
McHard Road and East Orange Street. During design of the new water distribution line, CDGCE should
take into account the requirement for additional right -of -way for the proposed four (4) lane road.
2. Old Alvin Road Bridge is currently five (5) lanes wide across Town Ditch.
3. The City owns right -of -way for the extension of Halik Road. CDGCE shall provide a 6" stub out on the
north side of the right -of -way for future development.
4. CDGCE should consider recommending easements for utilities where required along the project
alignment.
Firm
Functions
CDGCE
Civil Engineering, Structural Engineering
Cost Estimating
Traffic Control, Stormwater Pollution Prevention
HVJ Associates, Inc.
Geotechnical Subsurface Investigation
Environmental Site Assessment Phase I
Wetlands Check and Delineation
C.L. Davis Company
Surveys: Topographic, Utility, ROW Establishment,
Route (For acquisition of ROW)
C.N. Koehl Urban Forestry
Urban Forestry Consulting Services
Scope of Services and Fee Proposal for 20" Water Line along Old Alvin Road
City of Pearland Project Number WA1101
February 17, 2011
Page 2 of 4
Tie -ins along the Project Alignment Abandonment of Existing Lines
1. The new 20 -inch water line shall be tied into all service lines along the project alignment
2. An existing 12 -inch PVC water line between Broadway and East Orange St. will be abandoned as
part of this project.
3. An existing 10 -inch asbestos concrete (A.C.) water line between Orange St. and McHard Rd. will
be abandoned as part of this project.
Elevated Crossings
1. There will be elevated crossings at Town Ditch and Mary's Creek. The crossings will be designed
for the ultimate section of each waterway.
Project Team
Scope of Services
CDGCE shall follow the City of Pearland's Standard Scope of Services for Utilities Projects. This scope of services
comes directly from the City of Pearland Project Delivery Model, Second Edition (2010). CDGCE's scope of
services is detailed in Exhibit A. The overall phases of the project will be:
1) Preliminary Phase (30% Design Documents)
2) Design Phase (60 90 100% Submittals)
3) Bid Phase Services
4) Construction Phase Services
CHRLES
N
9. 444DE A
C NOINIR 1N4
ENRINRER; INC.
Scope of Services and Fee Proposal for 20" Water Line along Old Alvin Road
City of Pearland Project Number WA1101
February 17, 2011
Page 4 of 4
Fee Proposal
CDGCE proposes a total, not -to- exceed fee for the project of $327,142.00 broken down as follows:
CHARLES
O. 0000EN
C r CONSULTING
ENGINEERS. INC.
I appreciate the confidence the City of Pearland has shown in CDGCE. We look forward to a successful project.
Sincerely,
Charles D. Gooden Consulting Engineers, Incorporated
Charles D. Gooden, P.E.
President
Service
Fee
Basic Services
Preliminary Phase (PER)
$51,779.00
Design Phase (60 90 100% Design)
$92,669.00
Bid Phase
$5,902.00
Construction Administration Phase
$27,023.00
Subtotal
177,373.00
Additional Services
Traffic Control
$10,190.00
Stormwater Pollution Prevention
$4,000.00
Geotechnical Subsurface Investigation
$22,811.50
Phase I Environmental Site Assessment
$4,715.00
Wetlands Check
$1,955.00
Wetlands Delineation
$4,138.00
Topographic Survey Establishing ROW /Locating Core
Bores Horizontal and Vertical Control Sheets Baseline
Staking
$68,800.00
Route Surveys (For acquisition of ROW)
$15,000.00
Urban Forestry
$2,737.50
Subtotal
134,347.00
Consultant Management Fee
$5,000.00
Reimbursable Expenses
$2,500.00
Proposal Total
$319,220.00
Scope of Services and Fee Proposal for 20" Water Line along Old Alvin Road
City of Pearland Project Number WA1101
February 17, 2011
Page 4 of 4
Fee Proposal
CDGCE proposes a total, not -to- exceed fee for the project of $327,142.00 broken down as follows:
CHARLES
O. 0000EN
C r CONSULTING
ENGINEERS. INC.
I appreciate the confidence the City of Pearland has shown in CDGCE. We look forward to a successful project.
Sincerely,
Charles D. Gooden Consulting Engineers, Incorporated
Charles D. Gooden, P.E.
President
Position
Staff
Hourly Rate
Project Principal (PE)
Gooden, Charles
$180.00
Project Engineer Civil (PE)
Harden, Bennie
Paras, Alfredo
$130.00
Project Engineer Structural (PE)
Chiaghanam, Alex
$130.00
Support Services
Gooden, Jr., Charles D.
$90.00
Technical Manager
Hampton, James
$88.00
Designer
Williams, Craig
$80.00
CADD Technician
Spees, Juanita
Kenny, Christina
$70.00
Clerical
Bennett, Angela
$45.00
Expenses
Cost
February 20, 2011
CHARLES D. GOODEN CONSULTING ENGINEERS, INC.
Billing Rates by Position
Charles D. Gooden Consulting Engineers, Inc.
2320 Holmes Road, Suite A
Houston, Texas 77051 -1014
(713) 660-6905 Fax(713)660 -8817
cdgce@goodenengineers.com
www.goodenengineers.com
1
Charles D. Gooden Consulting Engineers, Inc. 1 Billing Rates by Position
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EXHIBIT A
UTILITIES SCOPE OF SERVICES
FOR
Old Alvin Road Waterline Extension
Design 1 of 5 D10. Revised 7/08
BASIC SERVICES: The Consultant shall render the following professional
engineering services to the OWNER in connection with the construction of the
Project.
Preliminary Design Phase Services
1. Data Collection
a) Attend Design Kick -Off meeting with City.
i. Review City informational resources and make arrangements to
obtain these.
ii. Discuss objectives of project and adjacent projects.
b) Procure such additional data as required through other services
and /or sub consultants.
c) Provide survey (metes, bounds topo) info
Geotechnical data as required.
Environmental if required.
2. Prepare and Submit Preliminary Engineering Report (PER), consisting of,
but not limited to:
i. Route Study exploring at least two alternative routes alignments.
ii. Recommendation for one route.
iii. Proposed construction methodology and materials.
iv. Cost estimate with 15% contingency.
v. 30% Plans consisting of Plan Profile Topographic Survey with
parcel data
vi. Analysis of Utility Relocation Effort required in notification of utility
companies.
vii. Preliminary parcel map identifying any required Right of Way
(ROW) or easements along with property owner data.
viii. Review, consolidate and prepare written response to City's review
committee.
ix. Review report per comments and submit final former report.
Design 2 of 5 D10. Revised 7/08
Design Phase Services
a) Prepare Construction Plans and Specifications
b) Cost Estimates
i. Submit for review detailed construction plans at 60% 90%
(along with specifications form at 60% include bid form
completed "front end documents" at 90
ii. Submit 60% 90% plans to Utility companies and coordinate
work for relocation by others.
iii. Coordinate with external regulatory and permitting agencies,
including but not limited to, TXDOT, Brazoria DD #4 Harris
County Flood Control USACE (US Army Corp of Engineers).
iv. Provide Traffic Control plan and SWP3 plans and spec's if
required.
v. Submit plans for City Engineer's signature.
vi. Prepare bid sets for distribution to plan houses and bidders.
Design 3 of 5 D10. Revised 7/08
Bid Phase Services
1. Bid Phase Services
a. Provide Notice to Bidders (NTB) to the Project Manager. City is
responsible for advertising.
b. Reproduce and disseminate bid sets to Dodge, AGC, ABC, Amtek
and (2) two sets to the City [PM (1), Purchasing (1) and interested
bidders]
c. Distribute (including the sale of) plans to interested bidders
i. Keep record of plan holder's list
d. Chair pre -bid meeting and attend Bid Opening
e. Respond in writing to questions from bidders and prepare adenda
as necessary.
f. Assist with design of Bid Proposal*
g. Prepare Engineer's Recommendation of Award Letter that includes
the following required content:
i. Check for math errors and reconcile any mathematical
discrepancies
ii. Review for unbalance bid items
iii. Certified Bid Tabulation including Engineer's estimate
iv. Review of contractor's financial standing and references
provided
v. Explanation of discrepancies between the Engineer's
estimate and bids
vi. Recommendation to award
2. Attend City Council meeting and recommendation for award of Contract
for Construction.
3. Produce and transmit to selected contractor five (5) sets of project
manuals ready for execution with City's Notice of Intent to Award (NOI)
*This is the use of bid strategies to attain lowest possible prices for work, use of
alternatives, etc.
Design 4 of 5 DIO. Revised 7/08
Construction Phase Services
4. Construction Phase Services
a. Construction Administration
i. Attend pre- construction meeting to provide information
answer questions
ii. Attend monthly progress meetings with Construction
Manager, Contractor City of Pearland
ID. Review comment on Construction's submittals, RFIs,
RCOs including coordination with Construction Manager on
Change Directives Change Orders
iv. Review approve monthly pay applications coordinating
with Construction Manager
v. Provide interpretive guidance for Contractor, Construction
Manager in resolution of problems
vi. Coordinate with Construction Manager to review progress of
work for Substantial Completion; with production of punch
list; substantiation that items are completed; and issue both
Certificate of Substantial Completion Final Acceptance
vii. Issue letter to City recommending acceptance release of
final payment
viii. Coordinate contracts, CM /CI to provide complete record of
As- Builts
ix. Provide Record Drawings from Contractor's As- Builts in
electronic format (CD) hard copy
Definition:
1) As- Builts "redlines Contractor's record of field changes to the work in line,
grade elevation
2) Record Drawings: Engineer's incorporation of contractor's As- Builts
Design 5 of 5 D10. Revised 7/08
elimitnary iDesi -Phase Service
2
16
16
34
$3,874
Data Research
18
8
88
20
4
4
36
$3,100
Route Study Alternates (East/West Side of
Old Alvin Road)
12
16
16
250
275
4
12
4
52
$6,314
Utility Coordination/Agency Coordination
and Meetings
12
16
16
24
44
$5.674
Plan and Profile Drawings Engineering and
Management
12
25
42
8
87
$10,143
Plan and Profile Drawings CAD
8
40
80
80
8
12
228
$18,232
Prepare Cost Estimates for Alternatives
12
8
8
28
$3,917
Report Authoring
12
122
5
8
37
$4,400
!Illatn Phase (60%, 90%, 100% Submittals)
Construction Cost Estimates
2
16
16
34
$3,874
Plan and Profile Drawings Engineering and
Management
18
80
88
24
210
$24,005
Plan and Profile Drawings CAD
170
250
275
12
24
731
$56,794
Bid PmposaVSpecifications/Contract
Documents
2
16
8
24
50
$4,037
Coordination (TxDOT, DD4, Utilities)
6
24
30
$3,960
Old Alvin Road Waterline from McHard Road to John Lizer Road
City of Pearland Project Number WA1101
Charles D. Gooden Consulting Engineers, Inc.
Level of Effort Basic Services
Sr. Technical CAD
Staff Project Sr. Civil Staff Civil Designer CAD Tech Sr. Strad Manager- Technician Manager Engineer Engineer Civil Gvfl Engineer 'Onager Structural
8180 8120 8100 875 185 8100 181 SID
IIIIIMISnm ministration Phase
Meetings
Subtotal 68
Subtotal 28
Bid Phase Assistance and Rid Tabulation 6
Subtotal 8
85
8
28
6
168
Exhibit B
CCGCE Fee Proposal for Basic and Additional Servkes
122 100
18
80
136 282 250 275
19
16
24
4
8
12
16
20
24
0
Srdppon Admin
Services Assistant
Sea
5
0
24
12
840
8
24
24
0
Total Hours
512
Foe
Subtotal
1055
273
Stag Prajed Sr. Civil Sufi Civil CAD Tech• Sr.SWrx TechCnrcan- Support Admin Toml Hale
Manager Engineer
Engineer Civa Civil Engineer 51 l%, SrndOUml Services Ass¢tam
$5,902
February 7, 2011
Total Fee
4 104 108 $11,078
2 44 4 8 58 $5,790
$5,556
50
Review/Respond/Approve RFI's, RCO's, Pay
Apps,Subntittals
Field Consulting with the Contractor
2
Record Drawings
24
4
20
18
19
4
4
12
57
$4,598
Total Fos
M'1Rojetlyx,m ental2al0 PROJECTS1041 Alvin Road NbOIlne 2010 1201Pr0poae19lRBlera0 1,W Akin Road Level or Effort Page 1 of 2
Exhibit B
CDGCE Fee Proposal for Basic and Additional Services
Level of Effort Additional Services
Project Senior Staff Sr CM Tech- Sr. Shutt. Technical CAB
Staff Manager Engineer Engineer Resigner. ISWI Engineer Manager- Techflician-
Civil Structural Structural
$1S5 $120 5100 $75 S99 5100 Sal Sag
Traffic Control Plan
19
25
24
40
Support Admin
Services Assistant
S98 040
Total Hours
113
Fee
Subtotal
$10
Total Fire
Plan
Stonnwater Pollution Prevention Plan r 2 79 12 13 44 $4.000
Subtotal Additional Services 7 27 34 36 53 0 0
(Percentage Involvement 4% 17% 22% 23% 34% 0% 0% 0%
Reimbursable Expenses
Reproduction Cost (PER, Design Submittals)
Deliveries r Cost
penses
Sao
Subtotal
$;14,`190
Total Foo
$2,000
$500
2,500
=MID Basic Services Additional Additiortallirecestmses 194,063.20
0'.IPoja_Dacumenrar2010 PROJECTS101dAlto Road Waorin¢ 2010, 201Prol ,d,m,ler0nw10Id Alvin Road loyal of ERM Page 2 of 2
Sheet Description
No. of Sheets
Cover
1
General Notes /Legend
1
Construction Notes
1
Layout Sheet
1
Survey Control Map
3
Survey Control Map (Control Point Swing Ties)
2
Plan and Profiles
30
Elevated Crossings Plans and Elevations
2
Construction Details
8
Construction Sign Standard
1
Traffic Control Plan /Advanced Warning Signs
8
Stormwater Pollution Prevention Plans and Details
3
Tree Protection Plans and Details
5
Exhibit C Sheet Count Estimate
Old Alvin Road Waterline
from McHard Road to John Lizer Road
City of Pearland Project Number WA1 101
Sheet Count Estimate
BY: CHARLES D. GOODEN CONSULTING ENGINEERS, INC.
February 7, 2011
Total
Page 1 of 1
66
Item
No.
Spec.
No.
Item
Description
Unit
Measure
Unit
Quantity
Unit Price
Total in figures
1
01505
Mobilization
L.S.
1
59,000.00
$59,000.00
2
01555
Traffic Control and Regulation
L.S.
1
15,000.00
$15,000.00
3
01555
Flaggers
L.S.
1
5,000.00
$5,000.00
4
01570
Trench Safety System
L.F.
5,000
1.50
$7,500.00
5
APP. "A"
SWPPP
L.S.
1
5,000.00
$5,000.00
6
02200
Clearing and Grubbing
AC.
2
2,000.00
$4,000.00
7
02510
20 -inch PVC water Line (OC A)
L.F.
12600
100.00
$1,260,000.00
8
02510
20 -inch Steel (Restr. Jts.) Elevated
LF
400
220.00
$88,000.00
9
02510
20 -inch PVC /24 -inch Stl.Casing
(Restrained Joints (Auger)
L.F.
200
300.00
$60,000.00
10
02540
8 "x8 TS V
EA.
9
3,400.00
$30,600.00
11
02540
12 "x12" TS V
EA.
2
3,600.00
$7,200.00
12
02510
8" Wet Connection
EA.
9
2,200.00
$19,800.00
13
02510
12" Wet Connection
EA.
2
2,500.00
$5,000.00
14
02510
Cut plug Abandon 12 -inch WL
EA.
4
1,000.00
$4,000.00
15
02514
Fire Hydrants (complete in place)
EA.
10
2,700.00
$27,000.00
16
02921
Hydromulch Seeding
AC.
1.5
1,500.00
$2,250.00
17
02922
Sodding
SY.
500
4.00
$2,000.00
18
03310
20 -inch dia. Concrete Pier Inc. Cap
LF
140
100.00
$14,000.00
Subtotal
$1,615,350.00
20% Contingency
$323,070.00
Proposal Total Construction Cost Estimate
$1,938,420.00
CHARLES
D. GOODEN
CONSULTING
ENGINEERS, INC.
Exhibit D
City of Pearland Old Alvin Road Water Line From McHard Road to John Lizer Road
Proposal Construction Cost Estimate
Project No. WA1101
BY: CHARLES D. GOODEN CONSULTING ENGINEERS, INC.
20 -inch Waterline
February 7, 2011
Page 1 of 1
ASSOCIATES
Exhibit E
December 21, 2010 (Revised February 17, 2011)
Mr. Charles Gooden, Jr.
Charles D. Gooden Consulting Engineers, Incorporated
2320 Holmes Road, Suite A
Houston, Texas 77051
Re: Geotechnical Investigation
Old Alvin Road Waterline Replacement
From McHard Road to John Lizar Road
Owner: City of Pearland
City of Pearland Project No. WA1101
HVJ Proposal No. FIG1019721
Dear Mr. Gooden:
Houston
Austin
Dallas
San Antonio
6120 S. Dairy Ashford Rd.
Houston,TX 77072 -1010
281.933.7388 Ph
281.933.7293 Fax
www.hvj.com
IIVJ Associates, Inc. is pleased to submit this revised proposal for providing a geotechnical
investigation for the above mentioned project. This proposal outlines our understanding of the
scope of the project and presents our approach and our fees for providing the investigation. The
proposal is revised to revise the number of borings.
The project involves construction of a new waterline along Old Alvin Road from McHard Road to
John Lizar Road in Pearland, Texas. The length of the project alignment is about 13,200 linear feet
approximately. The waterline will be constructed on the west side of Old Alvin Road. We
understand that the project also includes two elevated crossings, one over Town Ditch and the other
over Mary's Creek. A geotechnical investigation was performed by Terracon in December 2006 on
Old Alvin Road between McHard Road to Plum Street. Subsurface soil information from this report
will be utilized in our geotechnical investigation
The purpose of this study is to provide design and construction recommendations for the proposed
waterline construction.
Scope of Work
This investigation will be performed in general accordance with the City of Pearland's 2010 Project
Delivery Model (PDM).
We propose to drill thirteen (13) 15 -foot borings for the waterline and four 40 -foot borings for the
elevated crossings. The waterline borings will be spaced at approximately intervals not exceeding
500 feet, and the borings near the ditches will be drilled on either side of crossings. The borings will
be drilled according to ASTM standards.
Mr. Charles Gooden, Jr.
HG1019721
February 17, 2011
We are planning to convert a maximum of three borings (one 15 -foot and two 30 -foot) to
piezometers based on water levels encountered during drilling. The 30 foot borings will be installed
at the locations of elevated crossings. Groundwater levels in the piezometers will be obtained 24-
hours after initial installation and after 30 days of installation. The piezometers will be abandoned
after taking the final water level readings.
When necessary, the pavement will be cored at the borehole locations prior to drilling and pavement
thickness information obtained from the cores will be included in the report. We made our best
estimate for the number of pavement cores. Traffic control will be used during the field operations
when needed.
All boreholes will be backfilled with cement grout by tremie method to the full depth. The borings
will be used to determine site stratigraphy and to obtain samples for laboratory testing. All the field
and laboratory tests will be performed according to ASTM standards, where applicable, or with
other well established procedures. Results of the field and laboratory data will be used to develop
recommendations for geotechnical design.
A report of our study will be prepared by an engineer specializing in soil mechanics and foundation
engineering after reviewing available structural, geological, boring, and laboratory data. In general,
the following items will be included in our report:
Boring logs and test data,
Groundwater conditions,
Generalized subsurface conditions,
Deep foundation recomtendations at elevated crossings,
Recommendations for waterline installation by open -cut and augering techniques,
Piping system thrust restraint design recommendations, and
Structural fill requirements and general earthwork recommendations.
The following items will be also provided after completing the final report:
An electronic copy of the final report
Trench safety recommendations letter.
Schedule
We expect to complete this assignment in approximately six weeks, following our receipt of your
written notice to proceed. If requested, verbal recommendations can be provided throughout the
progress of the investigation as testing is completed.
Two draft copies of each of our geotechnical reports will be delivered for review by Charles D.
Gooden Consulting Engineers, Incorporated. and the City of Pearland. After approval of our draft
reports by Charles D. Gooden Consulting Engineers, Incorporated. and the City of Pearland, two
final copies of each report will be submitted.
Fee and Conditions
Based on the scope of work outlined, the estimated not to exceed fee for our services is $$22,811.50.
The exact fee will be based on actual time and material incurred by not exceeding the estimated fee
without prior approval from Charles D. Gooden Consulting Engineers, Incorporated. A detailed
cost estimate for the proposed work is attached. This estimate is made with the assumption that the
site is accessible to truck- mounted drilling equipment. Our accounting procedures call for the
submittal of invoices on a month -end basis or at the conclusion of project should its duration last
Mr. Charles Gooden, Jr.
HG1019721
February 17, 2011
less than a month. Our credit terms are net 30 days. Payment will be due within 15 days after
Charles D. Gooden Consulting Engineers, Incorporated. receives payment from City of Pearland.
The scope of work described is appropriate for the project configuration presented to us. If
anomalous conditions are encountered, or if the project configuration changes significantly, a
change in work scope may be required. HVJ Associates will recommend such changes when and if
it is deemed necessary. No changes will be implemented without prior authorization from Charles
D. Gooden Consulting Engineers, Incorporated. Laboratory samples will be held for no more than
a period of 6 months after completion of the draft report or 3 months after completion of the final
report, whichever is less.
Charles D. Gooden Consulting Engineers, Incorporated. will be responsible for providing a site plan
suitable for use as a base map for our plan of borings. In addition, Charles D. Gooden Consulting
Engineers, Incorporated. will be responsible for surveying the horizontal and vertical locations upon
completion of drilling If needed, HVJ Associates will provide assistance in locating boreholes
within two weeks of completion of drilling, and notification of Charles D. Gooden Consulting
Engineers, Incorporated.
If this proposal meets with your approval, please sign and complete the indicated spaces below and
forward a copy of the proposal to us.
HVJ Associates, Inc. is pleased to be of service on this project. Please call us if you have any
questions or require additional information.
Sincerely,
HVJ ASSOCIATES, INC.
Sharmi Vedantam, PE
Project Manager
FIE /SV:pc
Agreed to this day of 20
By
Title:
Firm.
Phone Number: 713-660-690 S
Date to Start World
GEOTECHNICAL ESTIMATE
Old Alvin Road Waterline Replacement
Client: Charles D. Gooden Consulting Engineers, Incorporated.
HVJ Proposal No. FIG1019721
December 22, 2010 (Revised February 17, 2011)
TABLE GEOTECHNICAL BREAKDOWN
Field Exploration
Mob /Demob 1 $300.00 LS $300.00
Drilling and Sampling (continuous) 170 ft $18.00 per ft $3,060.00
Drilling and Sampling (intermittent) 185 ft $16.00 per ft $2,960.00
Grouting (Tremie Method to full depth of the borings) 280 ft $5.00 per ft $1,400.00
Project Manager (Field Coordination) 2 hr $96.00 per hour $192.00
Staff Engineer (Field Coordination) 4 hr $82.00 per hour $328.00
Field Technician (rig /traffic coordinaton, utilities, staking, etc) 24 hr $45.00 per hour $1,080.00
Vehicle Trips (staking, utilities, etc) 24 hr $7.50 per hour $180.00
Piezometer Installation (One 15 ft and two 30 ft) 75 ft $14.00 per ft $1,050.00
Piezometer Abandonment 75 ft $12.50 per ft $937.50
Field Technician (PZ Readings) 8 hr $45.00 per hour $360.00
Vehicle Trips (PZ Readings) 8 hr $7.50 per hour $60.00
Cores (up to 7 inches thick) 10 $90.00 each $900.00
Traffic Control (Flagman) 20 hr $12.50 per hour $250.00
Subtotal $13,057.50
Laboratory Testing
Moisture Content (ASTM D -2216)
Unconsolidated Compression (ASTM D -2166)
Atterberg Limits (ASTM D -4318)
Percent Passing #200 Sieve (ASTM D -1120)
Moisture /Density Relationship (ASTM D -698)
California Bearing Ratio (ASTM D -1883)
Unconsolidated Undrained (ASTM D -2850)
Engineering, Report Preparation and Administration
Senior Engineer, P.E. 8 hr $123.00 per hour $984.00
Project Manager 12 hr $96.00 per hour $1,152.00
Staff Engineer 24 hr $82.00 per hour $1,968.00
Graduate Engineer 12 hr $76.00 per hour $912.00
Clerk /Typist 4 he $45.00 per hour $180.00
Subtotal $5,196.00
TOTAL GEOTECHNICAL SERVICES
77 $8.00 each $616.00
28 $39.00 each $1,092.00
35 $53.00 each $1,855.00
19 $41.00 each $779.00
0 $130.00 each $0.00
0 $140.00 each $0.00
4 $54.00 each $216.00
Subtotal $4,558.00
$22,811.50
ASSOCIATES
December 22, 2010
Exhibit F
Mr. Charles D. Gooden, PE
Charles D. Gooden Consulting Engineers, Inc.
2320 Holmes Road, Suite A
Houston, Texas 77051
Dear Mr, Goodell:
Houston
Austin
Dallas
San Antonio
Re: Environmental Site Assessment (ESA) 1 and Wetland Check /Delineation Proposal
City of Pearland Old Alvin Road Waterline Project No. WA1101
Owner: City of Pearland
FIVE Proposal No. 1-1E1019720
6120 5. Dally Ashford Rd
Houston,TX 77072 -1010
281.933.7388 Ph
281.933.7293 Fax
www.hvj.com
HATE Associates, Inc. is pleased to submit this proposal to provide Phase I Environmental Site
Assessment (ESA) and wetland check /delineation services (if required) for the referenced site. It
outlines our understanding of the scope of the project and presents our approach and our fees for
providing the studies. This City of Pearland Project No. WAl 101 involves replacement of
waterlines along Old Alvin Road from John Lizer Road on the south to McHard Road on the north.
The Phase I ESA is intended to provide guidance on the presence and possible impact of recognized
environmental conditions at the subject property and the immediate vicinity,
Phase i ESA
Historical Review. The Phase I Environmental Site Assessment (ESA) will be based on ASTM
Standards (E- 1527 -05) and City of Pearland environmental scope of services document (revised July
2008), The Phase 1 ESA will include reviewing available current and historical aerial photographs
(1940's through 1990's) and historical city directories. Historical directories will be reviewed for the
main thoroughfares in the project area and up to two additional streets for five (5) decades. Due to
the location of the project, fire insurance (e.g. Sanborn or other) rate maps should not be available,
We will check our data sources and if no Sanborn maps are available, a Sanborn "no coverage' letter
will be provided. Current and available historical USGS topographic maps will be reviewed,
Historical chains-of-title (COT) will not be obtained because it is not clear whether or not rights -of-
way of easements will be acquired by the City.
Our historical data will be supplemented with interviews of knowledgeable parties, if those parties
can be identified during the course of this study.
Regulatory Data. Environmental data will. be obtained for registered hazardous waste and
petroleum sites in the immediate vicinity of the site. Data will be obtained for the following types of
sites:
Federal, state, and local government agency records concerning generation, use, storage,
and disposal of hazardous wastes and /or regulated wastes;
Mr. Charles D. Gooden, PE
HE1(119720
December 22, 2010
Leaking and registered petroleum storage tank sites adjacent to the property; and
Federal and state spills and local I IAZMAAT response files in immediate vicinity.
Because of the location of the project area, oil and gas and water well searches will be conducted.
Our scope includes a review of files of regulated environmental sites that may pose a concern to the
project. We assume that there might be four or more sites whose files need to be reviewed (these
are typically LPST sites and the review will take place at the TCEQ office in Houston).
Correspondence with .External Agencies. In accordance with the City of Pearland environmental
scope of services document, our Phase I ESA will include a request for information on. "uses and
concerns with regard to the site including regulatory enforcernents" (this does not include
environmental lien review for the project alignment). HVJ Associates will document any responses
from the U.S. Fish and Wildlife Service, Texas Parks and Wildlife Department, U.S. Army Corps of
Engineers, 13razoria County Historical Commission, Texas Archeological Research Laboratory and
the Texas Historical Commission.
Physical Setting, Our Phase I ESA will include a review of the local /regional hydrogeology and soil
conditions to determine preferential pathways for the migration of contaminates to or from the site.
Geologic Paultiir A literature review and site rec.onnaissance will be conducted to determine if
active geologic faults are present on or near the site that could impact any proposed facilities.
Site Reconnaissance. Our site reconnaissance will be conducted on all streets and right of ways
where proposed drainage activities are planned. Interviews will be conducted with key site
individuals of regulated environmental sites and sites that may store or use potential contaminants,
Adjoining properties will be observed for the potential to impact the site and any regulated sites
adjacent to the property will be observed. Photographs will be taken during our site visit.
Review of Previous Study. Our services will include a review of any previous studies that may be
available for the site or site area.
Reporting. Following our review of data, site reconnaissance and data analysis, a report will be
prepared summarizing our findings and conclusions. The report will include: a summary of our field
observation data; figures and /or drawings depicting general, environmental, and geologic conditions;
a review for the potential for contamination to impact the site; and recommendations for further
environmental studies (if necessary).
Two draft copies of our report will be delivered for review by Charles D. Goodell Consulting
Engineers, Inc. and the City of Pearland After approval of our draft report by Charles D. Goodell.
Consulting Engineers, Inc. and others, six original copies of the study will be submitted.
Wetland Check Services
HV] Associates will conduct a literature review and field reconnaissance to determine if any
potential wetland develop/neat exists on or near the project area. During this field reconnaissance,
HVf Associates personnel will collect and describe site vegetation near possible wetland areas, view
and describe project area hydrology and make soil observations in at least two soil pits. Based on
these data collected and on published information, HVj Associates field personnel and others will
make a determination as to whether it is necessary to conduct a wetland delineation study of the
property in accordance with United States Army Corps of Engineers (USAGE) guidelines for studies
of this nature, Prior to any wetland delineation work, Hy) Associates will prepare a letter to the
USAGE with project information attached requesting a jurisdictional determination. If in our
opinion no wetland areas exist on the project area, HV will provide a letter report that will include a
Mr. Charles D. Gooden, PE
HE1019720
December 22, 2010
Nationwide Permit is required, this study will likely be all that is necessary. Costs for these services
(if required) will be provided at a later date under separate cover.
Conditions
We request that should the City acquire property for this project that a "User Questionnaire" be
completed by the user to assist the user and environmental professional in gathering information
from the user that may be material to identifying recognized environmental conditions. In addition,
according to the ASTM guidance document, a search of available recorded land title records and lien
records should be conducted by the user to identify environmental liens and their use limitations
that are 'unposed by judicial authorities. Any environmental liens or activity and use limitations so
identified should be reported to the environmental professional conducting the Phase I ESA. These
additional scope services can be provided at an additional charge.
Charles D. Gooden Consulting Engineers, Inc. will be responsible for providing a site plan, with
facility and utility locations shown, suitable for use as a base map for our site reconnaissance. In
addition if applicable), Charles D. Gooden Consulting Engineers, Inc. will be responsible for
arranging permission to access the site for our site reconnaissance.
Our accounting procedures call for the submittal of invoices on a month -end basis or at the
conclusion of project should its duration last less than a month. Insurance certificates verifying I -IVJ
Associates' general liability, auto, worker compensation, and errors and omissions insurance
coverage, listing Charles D. Gooden Consulting Engineers, Inc. as a certificate holder, will be
provided upon request. If this proposal meets with your approval, please sign and complete the
indicated spaces below and forward a copy of the proposal to us.
HVJ Associates, Inc. is pleased to be of service on this project. Please call Ed Hawkinson at (281)
983 -8829 if you have any questions or require additional information.
Sincerely,
HVJ ASSOCIATES, INC.
Edward F. Hawkinson, PG
Project Environmental Scientist
EH:abm
Agreed to this
day of 20
Telephone: (713) 480 -1333
By:
Title:
Firm:
Date to Start Work:
Mr. Charles D. Gooden, PE
1117.1019720
December 22, 2010
description. of our field procedures, field observations and literature review information leading to
our determination that no wetland areas exist along the project alignment.
Wetland Delineation Services
If the USAGE finds that the alignment is jurisdictional, a wetlands delineation survey to satisfy
USACE permit requirements will be required. This study will be designed to identify and delineate
the location and acreage of jurisdictional wetlands prior to the USACE issuing a permit for the
project. Jurisdictional wetlands are defined by 33 CFR Part 328.3(b) and are protected by Section
404 of the. Clean Water Act (33 USC 1344), which is administered and enforced by the USACE,
Galveston District.
I IVj Associates proposes to conduct the required Wetland Delineation Study using those specific
procedures for tracts of more than 5 acres, as promulgated in the current Federal Manual for
Identifying and Delineating Jurisdictional Wetlands. The wetlands study will be conducted using the
9 -step approach for determining wetlands followed by the on -site delineation approach which
involves 22- steps. 'These methods requires the establishment of transect lines and observation
points in the field and the recording of information on data forms. The steps for the study will
include preliminary data gathering and synthesis and on -site inspection necessary for areas greater
than 5 acres in size.
HVJ Associates will produce a written report (including a photographic log) documenting the
material assembled, the results of our professional analysis of the data and our field investigation,
and our wetland data forms. Our report will include acreage totals, a percentage calculation of
jurisdictional wetlands in proportion to the total acreage within the study area and a site map
marking the areas of wetlands encountered. The areas of the study site that are found to be
jurisdictional wetlands will be marked for surveying by others) and for USAGE verification. Our
proposal does not include this sun'ey. We will provide a field map indicating the approximate
location of jurisdictional wetlands to assist a professional surveyor in the field.
Fee and Schedule
Based on the scope of work outlined, the fee for the Phase I ESA services discussed is $4,715.
Should the wetland check or wetland delineation be required in accordance the City of Penland
Environmental Scope of Services document, additional charges for these services will apply. The fee
for the wetland check is $1,955 and for the wetland delineation is $4,138. These charges are
provided as separate line items on the cost sheet because it is not clear if these services will be
required.
Should chains -of -tide be required by the City, an additional charge will apply. A review of title and
judicial records for environmental.. liens or activity and use limitations (AUTA) can be provided at an
additional charge (see Conditions section below). A breakdown of our fees for the Phase I ESA
project is attached.
We expect to complete the Phase I study in about five weeks, following your approval of this scope
of service and written notice to proceed. Requests for information from government agencies may
require additional tine for them to respond. In the event the wetland work is recommended and
authorized, approximately six to eight weeks will be requited to complete this work from the date of
its authorization. .At that time a draft report will be forwarded to Charles Gooden Consulting
Engineers for review. After approval by Charles Gooden Consulting Engineers, the report for the
project area will be submitted to the USACE, Galveston District, along with a permit application.
In general, the USACE usually takes one to two months to respond to a Delineation Study at which
time they may conduct a site verification visit. However, they may also accept the delineation and
take jurisdiction of the wetlands without a site visit. If the delineated wetlands indicate that a
City of Pearland Old Alvin Road Waterline Project WA 1 101
Charles D. Gooden Consulting Engineers, Inc
HVJ Associates Proposal Number HE1019720
December 22, 2010
Phase 1 Environmental Site Assessment
Project Management /Administration
Senior Engineer, PE 1.0 hr $125.00 per hour $125.00
Environmental Scientist 1.0 hr $95,00 per hour $95.00
CAD Operator 1.0 hr $60,00 per hour $60.00
Subtotal $280.00
Field Investigations
Site Reconnaissance (Environmental Scientist) 6.0 hr $95,00 per hour $570.00
Interviews (Environmental Scientist) 1.5 hr $95.00 per hour $142.50
Vehicle 2.0 day $50,00 per day $100.00
Subtotal $812.50
Historical Directories Review in Library
Environmental Scientist 4.0 hr $95.00 per hour $380.00
Vehicle 1.0 day $50,00 per day $50.00
Subtotal $430.00
Agency Coordination per City of Pearland Scope
Environmental Scientist 5.0 hr $95.00 per hour $475.00
Clerk/Typist 1.0 hr $45.00 per hour $45,00
Subtotal 5520.00
Historical Directory Data Reduction
Environmental Scientist 3.0 hr $95.00 per hour $285.00
Clerk /Typist 1.0 hr $45.00 per hour $45.00
Subtotal 5330.00
TCEQ File Records Review at TCEQ Office
Environmental Scientist 3.0 hr $95.00 per hour $285.00
Vehicle 1,0 day $50.00 per day $50.00
Subtotal $335.00
Outside Purchases and Direct Costs
ESA Data Set, with Air Photos 1.0 $250.00 each $250,00
Floodplain Maps 1.0 $15,00 each $15.00
Historical Topos 1.0 $50.00 each $50.00
Sanborn Fire Insurance Maps (no coverage letter) 1.0 $50.00 each $50.00
Subtotal 5365.00
Analysis and Reporting
Senior Engineer, PE 1.0 hr $125.00 per hour $125.00
Environmental Scientist 15.5 hr $95,00 per hour $1,472,50
Clerk/Typist 1,0 hr $45.00 per hour $45.00
Subtotal $1,642.50
Total 54,715.00
Chains -of -title and env, lien data that may be required for this project will be at an additional cost.
CDGCE's Scope of Services
Exhibit A
CDGCE's Level of Effort for Basic and Additional Services
Exhibit B
Sheet Count Estimate
Exhibit C
Construction Cost Estimate (Proposal Phase)
Exhibit D
Scope and Fee Proposal for Geotechnical Subsurface
Investigation
Exhibit E
Scope and Fee Proposal for Environmental Site Assessment
Phase I, Wetlands Check, and Wetlands Delineation
Exhibit F
Scope and Fee Proposal for Topographic Survey and
Establishment of ROW and Route Survey
Exhibit G
Scope and Fee Proposal for Urban Forestry
Exhibit H
Scope of Services and Fee Proposal for 20" Water Line along Old Alvin Road
City of Pearland Project Number WA1101
February 17, 2011
Page 3 of 4
Additional Services
The following are additional services required for completion of the project.
Attachments to this proposal
The following is a list of the exhibits that accompany this document.
[CHARLES
O, GORDAN
CONSULTING
ENGINEERS, INA
1) Traffic Control Plan
2) Stormwater Pollution Prevention Plan
3) Geotechnical Subsurface Investigation
4) Phase I Environmental Site Assessment
5) Wetlands Check
6) Wetlands Delineation
7) Survey (Topographic, Utility, ROW Establishment, Route, Locating Core Bores, Preparation of Horizontal and
Vertical Control Sheets, and Baseline Staking)
8) Urban Forestry
City of Pearland Old Alvin Road Waterline Project WA I 101
Charles D. Gooden Consulting Engineers, Inc
HVJ Associates Proposal Number HE 1019720
December 22, 2010
Wetland Check (if required)
Field Work and Data Acquisition
Project Environmental Scientist 5.0 hr $95.00 per hour $475.00
Plant Taxonomist 3.0 hr $85.00 per hour 5255.00
Vehicle 1.0 day $50.00 per day $50.00
Analysis and Report Preparation
Senior Engineer, PE 1.0 hr $70.00 per hour $70.00
Project Environmental Scientist 8,0 hr $95.00 per hour $760.00
Word Processor 1,0 hr $45.00 per hour $45.00
CAD Operator 5.0 hr $60.00 per hour $300.00
Total $1,955.00
Wetland Delineation (if required)
Field Work and Data Acquisition
Senior Environmental Scientist 3,0 hr $125.00 per hour $375.00
Project Environmental Scientist 12,0 hr $95.00 per hour $1,140.00
Project Plant Taxonomist 6,0 hr 585.00 per hour $510.00
Vehicle 2.0 day $50.00 per day 5100.00
Analysis and Report Preparation
Senior Engineer, PE 1.0 hr $125.00 per hour $125.00
Project Environmental Scientist 16.0 hr $95.00 per hour $1,520.00
Word Processor 1.0 hr $45.00 per hour $45.00
CAD Operator 2,0 hr $60.00 per hour $120.00
Report Reproduction /Deliveries 3.0 hr $60.00 per hour $180.00
$23.00
Total $4,138.00
C. L. DAVIS COMPANY
LAND SURVEYING
1500 Winding Way
Friendswood, Texas 77546
281.482.9490
FAX 281.482.1294
cldavis(a cldaviscompanv.com
December 21, 2010
REVISED: December 23, 2010
REVISED: January 12, 2011
REVISED: January 26, 2011
REVISED: February 3, 2011
REVISED: February 7, 2011
Mr. Charles D. Gooden, Jr.
Charles D. Gooden Consulting Engineers, Inc.
2320 Holmes Road, Suite A
Houston, Texas 77051
Re: City of Pearland Project
Old Alvin Road No. WA1101
(Old Alvin Road between McHard Road and John Lizer Road)
Proposal No. 2010- 127(R -5)
Dear Mr. Gooden:
Exhibit G
C. L. Davis and Company has prior surveys on two portions of the project. The first area is between McHard
Road and Plum Street, which was prepared for the City of Pearland in October, 2006. The second area is
between John Lizer Road and Mary's Creek, which a portion was prepared for the City of Pearland and a
portion for Pearland Independent School District.
Our proposal for land surveying services for the above referenced project is as follows:
1. Establish Horizontal and Vertical Control based on City of Pearland
Monumentation $2,400.00
2. Establish existing right -of -way on Old Alvin Road between John Lizer Road
and Mary's Creek (Approximately 2,500') (Per attached requirements) $2,800.00
3. Establish Topographic and Utility Investigation Survey on Old Alvin Road
between John Lizer Road and Mary's Creek (Approximately 2,500')
(Per attached requirements) $10,400.00
4. Establish existing right -of -way on Old Alvin Road between Mary's Creek and
Plum Street (Approximately 5,200') (Per attached requirements) $5,800.00
Sur /art:i l the great State oiTexto for oVer Jea.rs
2010 -127 (RS) CoP Project Old Alvin Road No. WA 1 101.doc
Mr. Charles D. Gooden, Jr.
Proposal No. 2010 -127 (R5)
February 7, 2011
Page 2
5. Topographic and Utility Investigation Survey on Old Alvin Road between
Mary's Creek and Plum Street (Approximately 5,200') (Per attached
requirements) $21,500.00
6. Re- establish prior control points set in 2006 on portion of Old Alvin Road
between Plum Street and McHard Road (This task is required to be able to
insert 2006 Topographic Survey into 2011 Topographic Survey) $2,100.00
7. Partial up -date on said October, 2006 Survey being that portion of Old Alvin
Road between Plum Street and McHard Road Fee based on up- dating the
following: (Fee does not include obtaining new vertical cross sections or
re- detailing utility fixtures shown on 2006 survey). (Approximately 5,500') $11,400.00
A. Locate new underground utilities
B. Locate bridge at Town Ditch
C. Locate new apartment complex driveway
D. Locale improvements between Town Ditch and Plum Street.
E. Locate new water line at the intersection of McHard Road and Old
Alvin
8. Locate Core Bores (Set by others) and provide X, Y and Z coordinates 52,800.00
9. Preparation of Horizontal and Vertical Control Sheets (Design Engineer will
provide control baseline) $3,800.00
10. Re- establish Horizontal and Vertical control and stake baseline $5,800.00
Subtotal for Design $68,800.00
Land Surveying Services for additional right -of -way if required
1. Preparation of Route Surveys for proposed widening of Old Alvin Road
between McHard Road and John Lizer Road (Fee based on approximately
10 parcels* at $1,500.00 each)
Subtotal for Route Surveys $15,000.00
TOTAL AMOUNT OF PROPOSAL $83,800.00
Parcel number based on establishing a minimum 80'right -of -way
from F.M. 518 to McHard Road and 80' right-of-way from F.M. 518
to John Lizer Road
5 �iv>L tke Cwit State of Tex9s for over ZO iJectirs
2010 -127 (R5) CoP Project Old Alvin Road No. WA I I01.doc
Mr. Charles D. Gooden, Jr.
Proposal No. 2010 -127 (R5)
February 7, 2011
Page 3
Any changes or revisions in the scope of the project after authorization to proceed will be billed on an hourly
basis as described below:
Principal $175.00
Registered Professional Land Surveyor (RPLS) $125.00
Technical/CAD $95.00
Three -man field crew $145.00
Data Collector $40.00
Clerical $55.00
All surveying services are under the jurisdiction of the Texas Board of Land Surveying: 7701 North Lamar,
Suite 400; Austin, Texas 78752; phone number: 512 -452 -9427. Any complaints about surveying services
should be sent to the above address to the attention of Complaints Officer of the Board.
Thank you for the opportunity to submit this proposal and we look forward to working with you.
Sincerely, Approved Accepted
C. L. Davis, R.P.L.S.
514 Wei/114-1 the Crect,t State of Texas for War ,Z0 ljears
2010 -127 (R5) CoP Project Old Alvin Road No. WAl 101.doc
Mr. Charles D. Gooden, Jr. Date
Charles D. Gooden Consulting Engineers, Inc.
Exhibit H
January 27, 2011
Mr. Charles D. Gooden, P.E.
Charles D. Gooden Consulting Engineers, Inc.
2320 Holmes Road, Suite A
Houston, Texas 77051 -1014
Dear Mr. Gooden,
Urban Forestry, Inc.
Re: Proposal for Preliminary Urban Forestry Consulting Services on the City of
Pearland, Old Alvin Road Waterline project.
As per your request, C.N. Koehl Urban Forestry, Inc proposes to provide Urban
Forestry Consulting services for the preliminary report phase of the City of Pearland, Old
Alvin Road Waterline project. Approximately 13,200 linear feet of project right of way
will be evaluated for proposed waterline construction. Based on your request for
proposal, and our most recent experience on similar projects, we propose to provide the
following Urban Forestry services:
Phase I- Services for Prior to Preliminary Engineering Report
We will attend a preliminary meeting at Gooden's offices to review proposed
construction along the project route to gain as clear an understanding as possible on how
the construction design may impact adjacent trees. We will then visit the site to evaluate
the species, size, condition, and preservation feasibility of trees that may be impacted
located along the project route. If a survey has been completed at this point and a
drawing is available, the surveyed location of each tree will also be confirmed. Aspects
of the construction activity adjacent to each tree along the project right of way will be
evaluated to determine impacts on long term tree survival, each tree's structural integrity,
and protective measures that will be needed during construction. The information
provided in the preliminary meeting with Gooden and information collected in the field
will be used to generate a report addressing anticipated construction impacts to adjacent
trees, design alternatives that may reduce impacts on adjacent trees, and associated costs
of each alternative presented. We have allowed for two (2) meetings at Gooden's offices
and one (1) meeting at City of Pearland offices to review our findings and to incorporate
our findings into the project planning and design. Proposed fees for Phase 1 are not to
exceed limits, as all allocated meetings may not be necessary. Proposed fees for services
outlined here are as follows:
3237 Canvasback Street c Katy, Texas 77493 u Phone 281- 391 -0022 ckoehl@koehlurbanforestry.com
Mr. Charles D. Gooden, P.E.
Old Alvin Road Water Project, Urban Forestry Proposal
Page 2 of 2
We have utilized the services contained in this proposal on similar projects for
The City of West University Place Infrastructure Replacement Program, City of Houston
Neighborhood Street Reconstruction Program, City of Houston Surface Water
Transmission Program, City of Missouri City Street Reconstruction, City of Friendswood
Street Reconstruction, City of Piney Point Street Reconstruction, City of Baytown Street
Reconstruction, and numerous City of Houston waterline and sewer projects in the past.
It is our goal to provide you the most effective, efficient, and value added services we can
provide. We are willing to provide services in whatever capacity you deem appropriate.
If this proposal meets with your approval and you would like to retain our
services, please forward your standard agreement or a notice to proceed, and we will
schedule the work as soon as we receive the plan and profile sheets. We greatly
appreciate the opportunity to present this proposal and look forward to working with you
on this project. If you have any questions or would like to make any changes, please do
not hesitate to call me or Craig at 281- 391 -0022.
Respectfully submitted,
Sarah Koehl
President
Preliminary meeting at Gooden office $237.50
Site evaluation and Report $1,710.00
Two (2) follow up meetings at Gooden office $475.00
One (1) meeting at City of Pearland $315.00
Total Phase 1 Fees $2,737.50