R-2016-110 2016-06-27RESOLUTION NO. R2016-110
A Resolution of the City Council of the City of Pearland, Texas, authorizing the
City Manager or his designee to enter into a contract with Lockwood, Andrews
& Newnam, Inc., in an amount not to exceed $400,037, for engineering services
associated with the Southeast Quadrant of Old Townsite Drainage
Improvements; and authorizing the appropriation of $175,000 from the Fund
506 fund balance.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract for engineering services associated with the Southeast
Quadrant of Old Townsite Drainage Improvements, 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 engineering services associated with the Southeast
Quadrant of Old Townsite Drainage Improvements.
PASSED, APPROVED and ADOPTED this the 27th day of June, A.D., 2016.
ATTEST:
NG LO ING, TR
SECR ARY
APPROVED AS TO FORM:
DARRIN M. COKER
CITY ATTORNEY
TOM REID
MAYOR
Resolution No. R2016-110
Exhibit "A"
CONTRACT FOR PROFESSIONAL SERVICES
THIS CONTRACT is entered into upon final execution by and between the City of Pearland
("CITY") and Lockwood, Andrews & Newnam, Inc. (LAN) ("CONSULTANT").
The CITY engages the CONSULTANT to perform professional services for a project known and
described as Southeast Quadrant of Old Townsite Drainage Improvements ("PROJECT").
(Project #DR 1302)
SECTION 1(- SERVICES OF THE CONSULTANT
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 perform Design Engineering 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 of6 Dl. Revised 1/14
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 1/14
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 March 2017.
SECTION III - CONSULTANT'S COMPENSATION
A. The total compensation for the services performed shall not exceed the total noted
in Section B.
B. The CITY shall pay the CONSULTANT in installments based upon monthly
progress reports and detailed invoices submitted by the CONSULTANT based
upon the following:
Basic Services (Lump Sum)
2. Additional Services shall require independent and
specific authorization and shall be billed as (Lump Sum):
3. Bid Phase Services (Hourly Not to Exceed)
4. Construction Phase Services (Hourly Not to Exceed)
5. Reimbursable Expenses (Not to Exceed)
6. Total:
$213,245.00
$133,447.00
$7,240.00
$37,905.00
$8,200.00
$400,037.00
Design 3 of 6 DI. Revised 1/14
C. 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.
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 2925 Briarpark Drive Houston, TX 77042-3720.
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 15th 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
Design 4 of 6 DI. Revised 1/14
proportionate to the percentage of services completed by the CONSULTANT
based upon the scope of work.
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 CONSULTANT
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 of6 DI. Revised 1/14
SECTION VIII- SUCCESSORS AND ASSIGNS
This CONTRACT shall not be assignable except upon the written consent of the parties hereto.
CITY F ' ARLAND, TEXAS
Lockwood, Andrews & Newnam, Inc.
(CONSULTANT)
tom. al- I (0
DATE
DATE
Design 6 of 6 DI . Revised 1 /14
inn
June 10, 2016
Lockwood, Andrews
& Newnam, Inc.
A LFO A DALY COMPANY
Andrea Brinkley, Project Manager
City of Pearland — Engineering and Capital Projects
3519 Liberty Drive
Pearland, Texas 77581
Re: Southeast Quadrant of Old Townsite Drainage Improvements — DR1302
Proposal for Phase I1 Detailed Design
Dear Ms. Brinkley:
Lockwood, Andrews and Newnam, Inc. (LAN) is pleased to submit this proposal for
engineering services consisting of the preparation of detailed design services and construction
support services for drainage improvements along Walnut Street and Old Alvin Road,
including a proposed detention basin off of Old Alvin Road.
The subject proposal is based on the concept of installing a proposed storm sewer trunk line
along the south side of Walnut Street, and along the west side of Old Alvin Road, to Mary's
Creek, avoiding the recently installed water line and minimizing pavement removal.
Review submittals to the City of Pearland will be presented at the 60%, 90%, and final phase
of detailed design work. The submittals will include the construction drawings, specifications,
and detailed construction cost estimates.
We propose to perform detailed design services for an amount of $400,000. _A detailed Scope
of Services can be found in Exhibit "A". Exhibit "B" provides a detailed breakdown estimate
of the fees for the basic engineering services and additional services.
We are prepared to begin this work immediately. A detailed schedule can be found in Exhibit
„C„
Please feel free to contact me at (713)266-6900 if you have any questions or need additional
information.
Sincerely,
Muha ""'• Ali, P.E.
Associate, Team Leacle
MA:rg
Attachments: Exhibit A — Scope of Services
Exhibit B — Fee Schedule
Exhibit C — Schedule
Exhibit D — Survey Proposal (CL Davis)
Exhibit E — Phase I ESA Proposal (Geotest)
Exhibit F — Phase II ESA Proposal (Geotest)
2925 Br,arpark Dove • Houston. Texas 77042-3720 • 713.266.6900 • Fax: 713 266.2089 • www.lan-inc com
EXHIBIT A
DRAINAGE SCOPE OF SERVICES
FOR
SE QUADRANT OF OLD TOWNSITE AREA DRAINAGE IMPROVEMENTS -
DR1302
Design I of () Revised
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
Data Collection
1. Attend Design Kick-off meeting with City to review City's objectives
a. Refine, define, and agree on project scope and limits
2. Review adjacent projects, current and future, to identify any interplay
or impact to or from subject project
a. Identify any requirements stemming from this relationship if it
exists
b. Review previous drainage report (Dannenbaum Engineering) to
establish basis for detailed design.
3. Identify existing data sources and resources currently held by the City
and make arrangements to obtain this information
4. Identify any gaps in this data and make arrangements to supplement
through other sources, specifically:
a Surveys
b. Geotechnical
c. Environmental
1. Previous PH I ESA for Old Alvin Road (dated
7/122/2011) has expired and project limits have
been revised.
d. Develop starting collection system flow line elevations and
tailwater elevations
e. Compile top of pavement and curb elevations and determine
inlet sizes and storm sewer pipe sizes
5. Prepare and submit for review to City, Technical Memorandum describing
review and confirmation of existing models, analyses used to determine
proposed drainage plan, and associated exhibits presenting the proposed plan to
be developed in Design Phase.
Design 2 o1 (, Revised 6/16
6. Prepare and submit for review, preliminary and final Technical Memorandum
to BDD4.
Design Phase Services
1. Incorporate City's Technical memorandum comments into the
preparation of 60% and eventually 90% Plans and Specifications
including, but not limited to:
a. Calculate hydraulic grade lines within the system for the 3 year
event (33%) and design for the 100 yr (1 %) event with overland
flow
b. Prepare trunk and branch line system plan and profiles for pipe
and associated ditches
c. Consider ultimate Old Alvin Road and Walnut Street roadway
widening when developing storm sewer system plan and profile
design
d. Prepare water and storm lateral sheets
e. Prepare Storm Water Pollution Prevention Plans
f. Prepare Traffic Control Plans
g. Include in plans all pertinent standard and non-standard details
h. Prepare Construction cost estimate
2. Identify utility conflicts with private and public utilities and submit utility
conflict list to City. Attend Utility Relocation Conference, if necessary, to
assist City with utility conflict resolutions.
3. Identify, plan for and incorporate revisions and upgrades to existing
infrastructure associated with and made necessary or in conjunction with
drainage objectives and work utilizing City and BDD4 Design Criteria
4. Coordinate the work of this project with that of adjacent present and
future projects
5. Design detention basin and incorporate into 60% and 90% design
submittals.
6. Scour Analysis: Evaluate and report on potential scour of existing
roadway and pedestrian bridge piers at Mary's Creeks and Old Alvin
Road. Propose necessary scour countermeasures if necessary.
Design i ()f.6 Revised 6 16
5. Complete designs incorporating City's review comments at 60% and
90% including update of project specifications.
6. Fully develop engineer's construction cost estimate for each item of
work including plan quantities.
7. Submit plans to Private Utilities and to local Drainage District for review
and Board Approval.
8. Prepare Bid sheet identifying each item and its planned quantity and
include supplemental work items using City's E Bid Document format.
9. Prepare and present to City's Technical Review Committee, a project
overview presentation highlighting the principle project components.
Bid Phase Services
1. Provide Notice to Bidders (NTB) to the Project Manager. City is
responsible for advertising.
2. Chair pre-bid meeting and attend the Bid Opening
3. Respond in writing to questions from bidders and prepare addenda as
necessary.
4. Provide Bid Proposal on City's form
5. Review E -Bid generated bid tabulation for discrepancies or irregularities
6. Prepare Engineer's Recommendation of Award Letter that includes the
following required content:
a. Check for math errors and reconcile any mathematical
discrepancies
b. Review for unbalanced bid items
c. Certified Bid Tabulation including adding Engineer's
estimate to Bid Tab
d. Review of contractor's financial standing and references
provided and past performance on projects
e. Explanation of discrepancies between the Engineer's
estimate and bids
f. Recommendation to award
7. Attend City Council meeting for award of Contract for Construction.
Design 4 of h Revised 6/16
8. Produce and transmit to selected contractor five (5) sets of conformed
project manuals ready for execution with City's Notice of Intent to Award
(NOI)
Construction Phase Services
Construction Administration
1. Attend pre -construction meeting to provide information & answer
questions
2. Attend monthly progress meetings with Construction Manager,
Contractor & City of Pearland as needed
3. Review/approve & comment on Contractor's submittals, RFIs, Contractor
Proposals, Request for Change Orders (RCO) including coordination
with Construction Manager on Proposals & Change Orders
4. Provide interpretive guidance for Contractor, Construction Manager in
resolution of problems
5. Conduct Substantial Completion Inspection with CM or PM to:
a. Review progress of work for Substantial Completion walk-
through
b. Generate a punch list of items for correction
c. Substantiate items that are completed
d. Issue both Certificate of Substantial Completion
(signed/sealed from Design Engineer) & Final Acceptance or
2nd walk through
e. Issue Final Completion & Acceptance letter to City
recommending acceptance & release of final payment
f. Coordinate contractors, CM/CI to provide complete record of
As-Builts Drawing
g. Within thirty (30) days after receipt of As-Builts from the
contractor to the CM, the project engineer shall provide to the
City one (1) set of electronic reproducible record drawings,
(PDF format) and an AutoCAD file (.dwg), or compatible .dxf
file
Design ot'6 Revised 6/16
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 -Built drawings
Design 6 of 6 Revised 6/16
PHASE 11 -Detailed Design
Basic Engineering Services
Add. Eng. Services'Suhs/Expenses
$258,390
5141,647
Exhibit B
Southeast Quadrant of Old Townsite Drainage Improvements - DR 1302
LEVEL OF EFFORT
PHASE 11 - DETAILED DESIGN
IA. BASIC ENGINEERING SERVICES
DESCRIPTION OF WORK TASKS
QUANTITY
Sr. PROI MGR
PRO, MGR
COST
PROTECT
ENGINEER
GRAD
ENGINEER
CADD TECH ADMIN ASSNT
TOTAL
HOURS
LABOR COSTS
5 8.735.00
\.
Plan Meets 160',,. 911",.. 1011',; 1 S.1
5 7.500.00
2
Deliveries
,
1\
5
10.00
5 150.00
3
Mileage
I
z
3
Gene, e,1... -I.
0
o
.. 550 00
1
2
12
4
-
IB _
3
_
11
4
00
5
20
8
,.
12
0
86
Existing .Ind Proposed Typaal Secn,ws
0
0
0
0
0
0
0
26
S 2,810.00
_5 41,420.00
5 4,.790J00
5 4,330.00
Drainage Plan and Profile Sheets (12 Sheets)
0
120
216
408_
45
42
299
95
80
4
Water and StormSewer laterals (4 -,he ts)
0
n
5
0
12 1
24
5
SWPPP Sheets (6 -sheets
4
12
24
6
Detention Basin Design
3482
I2
12
—!—
28
24
160
52
40
5 11,760.00
7
Standard and NOn-0an4aul 11 ,4.
5 9,815.00
5 8,460.00
8
Cross Sections
0
Loral
5
46
144
306
580
0
1081
SS 113,120.00,
0 11,200.00
1)
I,,,,.1,, Design Tasks FL.S.i
1
2
3
4
5
6
7
Previous 1»,,mage Study henna and Drogn Contum.rm)n
6
12
24
12
16
0
90
Technical Memorandum Presenlauon lu Ctly
2
1
8
12 1
_ 18 I
12
24
18
4
4
J
0
68 _
48
96
120
44_
58
S 7,740.00
Prepare Ilran feel. Men,) Inn 81)1)4 ,eoew
0
0
1
68
24
f
5 5,310.00
Prepare Final Tech. Memo for 8 1)1)4
16 1
16 1
36
S 11,380.00
Develop Protide For Fxisnng Ground (Adele, Storm Sewer Rdwy
nications (City of Penland)
Quantittes'FsOmale 01 Conoruenon Cost
0
8
8
16 .
16
24
_
80
5 12,200.00
0
1
4
I
24 1
0 1
0
0
S 5,380.00
0
2
40
0
5 6,810.00
Total
8
64
100
166
174
12
524
$ 60,020.00
5 5,840.00
S 10,405.00
5 7.410.00
s 8,070.00
I,,I,a, ..,I,Ir. 1 \
1
2
1
4
Pr.JKW Management ' Puxec1 Controls
Agency Coord,nabon, Approvals 6 Signatures
P•,aa:e Utility C„)rdrn„ma,
G,xdmarion wnh SLlkeholders.R,ghl '8 way 4egwslron
8
0
0
0
12
25
_
0
18
28
6
I2
0
24
12
24
0
00
0
32
0
38
0
0
77 _...
70
74
Tota!
8
45
6t
60
32
0
209
S 26 74.5.00
13,360.00
1)
I'r„iwl (2u.dils (nnlrnl 4.5.1
1
Quality Assurance / Quality Control (prior ;u each subnnttall
8
16
16
32
40
0
1 1 2
Intal
A
16
16
32
40
0
111
5 13,360.00
5 425.00
F.
I:nl 1'ha., 111. II
1
2
Must City woh Ad,eru,en,enl (Section 08)00)
Conduct Pre-bid Conference Meeting
(1
0
0
1
-
- _
11
3
/1
..
16
0
0
2
4
0
1)
0
0
0
0
(1
3
7
11
6
9
1
5 825.00
5 1,845_00
5 885.00
3
Prepare Necessary Addenda To Address Issues or Clarincauons
1
4
Conduct Bid Opening Meeting---
0
1
3
5
Evaluate the 8,d eroposals & Make Award Recommendation
1
'.
2
4
S 1,260.00
Total
1
8
21
20
6
0
58
$ 7,240.00
G.
Construr tines Admimlralion 112 month duration) M.N.T.. 1
1
i',. -construction Meeting
0
22
0
0
0 r
0
4
S 590.00
Monthly Progress Meetings.5ile Visits
0
1
4
I
36 1
36
I2
88
$ 10,320.00
Change Orders Support
0
0
0
0
01
22
8
8
0
0
0
10
126
S 1,370.00
$ 13,950.00
4
2
ti
7
8
9
_
RFIs and Submittal
Ci
24 1
60 1
—36-1
Aas,tl w,lh ov,o,uc,nn /noblenx resoluouns
1
4
16
12
0
0
32
S 4,060.00
S ,b'.s.nlial completion W816110ough
2
1
4
0
0 1
0
6
$ 850.00
Ih•vrl,g, Pun, ), lot and Sunaann.11 Cennca,, Completion
2
T
4
4
0
0
9
S 1,125.00
gMad Acceptance
Final W.1IklhnmF
i
6"j
0 T” 0 1
4
13
5 1,640.00
As•bu,ll Dr,,wings,Resonl Drawings Prepa..oion
0
0
4
12
74
40
5 4,000.00
Iota/
1
23
104
124
60
16 328
S 37,905,00
TOTAL HOURS
30
179
347
584
832
12
1984
Contract Labo, Rate
6190.00
5165.00
5110.00
5110.00
590.00
585.00
TOTAL LABOR COSTS BASIC ENGINEERING SERVICES
65,700.00
629,535.00
545,110.00
564,240.00
974,880.00
91,020.00
S 258,390.00
11. ADDITIONAL ENGINEERING SERVICES
DESCRIPTION OF WORK TASKS
Sr. PROI MGR PROI MGR
PROTECT GRAD
ENGINEER ENGINEER
CADD TECH ADMIN ASSNT
TOTAL
HOURS
1. \ddinnnal I,,),ne,-,mg Serv,te,
1 3•8100 Coning Plan:
2 Stour Analysis (As Autho,,8e,0
12
16
1x
24
92
24
0
149
80
Sub Total
11.
1
1
1.11.,..1111.11 111 l ngmeer ing
SUBCONTRACTED ENGINEERING SERVICES
COST
MARK-UP
TOTAL
1 'Topographical Survey - Update and delenlan bas, 31 I/aye
Stam Sewer Easement Preparation along Walnut SIirks needed:.
2 (Estimated 12 Parcels)
Proposed Basin Replat Preparation (CL Davist
3 Phase I ESA (Geotesl)
4 Phase 11 ESA (Cedes()
5 Geotechnical Services IQC Laboratoriesl
17,185.00 8'0e
S 45,776.00
5 28,080.00
5 4,725.00 —
S 15.000.00 I
i
s 10.900.00~
890
8
$ 30,326.00
5 :003.01)
16-700. W
I
Sub Total
IngI--1111
TOTAL ADDITIONAL ENGINEERING SERVICES
5 1) 1.44-.1111
2
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QUANTITY
UNIT
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5 9,200.00
5 24,270.00
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EXHIBIT D
C. L. DAVIS & COMPANY
LAND SURVEYING
1500 Winding Way
Friendswood, Texas 77546
281.482.9490
FAX 281.482.1294 - FIRM NO. 10082000
cldavis@cldaviscompanv.com
June 2, 2016
LAN, Inc.
Mr. Muhammad Ali, PE
2925 Briarpark Drive, Suite 400
Houston, Texas 77042-3720
Re: City of Pearland Project —
East Walnut Storm Sewer Improvements 2016
Reference: C. L. Davis Job No. 11-421-154
Proposal No. 2016-087
Dear Mr. Ali:
Our proposal for land surveying services for the above referenced project is as follows:
PHASE 1: HORIZONTAL AND VERTICAL CONTROL
1. Establish Horizontal Control based on North American Datum 1983 and
Vertical Datum based on North American Vertical Datum 1988, 2001
Adjustment
Fee based on the following levels of efforts:
Principal — 2 hours x 225 5450.00
R.P.L.S. — 6 hours x 150 5900.00
CAD — 0 hours x 110 $0.00
Three-man field crew — 6 hours x 185 $1,110.00
Data Collector — 6 hours x 40 $240.00
Clerical — 0 hours x 80 $0.00
Subtotal of Phase 1 $2,700.00
2016-087 CoP Project - E. walnut Storm Sewer Improvements 2016 (#I 1-421-154)
Mr. Muhammad Ali, PE
Proposal No. 2016-087
June 2, 2016
Page 2
PHASE 2: EAST WALNUT AND OLD ALVIN BOUNDARY, TOPOGRAPHICH AND UTILITY
INVESTIGATION SURVEY
2. Establish existing right-of-way of East Walnut Street from: Highway 35 to Old
Alvin Road (approximately 2500')
Fee based on the following levels of efforts:
Principal — 4 hours x 225 $900.00
R.P.L.S. — 20 hours x 150 $3,000.00
CAD — 20 hours x 110 $2,200.00
Three-man field crew — 20 hours x 185 $3, 700.00
Data Collector — 20 hours x 40 $800.00
Clerical — 4 hours x 80 $320.00
Subtotal $10,920.00
3. Up -date Topographic and Utility Investigation Survey on portion of East
Walnut Street from east end of esplanade section east of Highway 35 to a
point 200' east of Old Alvin Road (approximately 2,500') (Prior Survey did not
include underground utilities)
Fee based on the following levels of efforts:
Principal — 4 hours x 225 $900.00
R.P.L.S. — 4 hours x 150 $600.00
CAD — 30 hours x 110 $3,300.00
Three-man field crew — 24 hours x 185 $4,440.00
Data Collector — 24 hours x 40 $960.00
Clerical — 4 hours x 80 $320.00
Subtotal $10,520.00
4. Up -date Topographic and Utility Investigation Survey on Old Alvin Road from
East Walnut Street to Mary's Creek
Fee based on the following levels of efforts:
Principal — 2 hours x 225 $450.00
R.P.L.S. — 2 hours x 150 $300.00
CAD —12 hours x 110 $1,320.00
Three-man field crew — 8 hours x 185 81,480.00
Data Collector — 8 hours x 40 $320.00
Clerical — 2 hours x 80 $160.00
Subtotal $4, 030.00
Subtotal of Phase 2 825,470.00
2016-087 CoP Project - E. Walnut Storm Sewer Improvements 2016 (#1 1-421-154)
Mr. Muhammad Ali, PE
Proposal No. 2016-087
June 2, 2016
Page 3
PHASE 3: WATER SEWER EASEMENTS
5. Preparation of twelve (12) Water Sewer Easements along south side of East
Walnut Street from approximately 400' east of Highway 35 to Old Alvin Road
(Fee based on each Parcel being $1,950.00 each)
Fee based on the following levels of efforts:
Principal — 24 hours x 225 $5,400.00
R.P.L.S. — 72 hours x 150 $10,800.00
CAD — 48 hours x 110 $5,280.00
Three-man field crew — 0 hours x 185 $0.00
Data Collector — 0 hours x 40 $0.00
Clerical — 24 hours x 80 $1,920.00
Subtotal of Phase 3 $23,400.00
PHASE 4: DETENTION POND SITE
6. Topographic and Utility Investigation Survey on 3 acre Detention Basin Site
out of Lot "P'; Replat of Pearland Pavilion and 50' strip outside perimeter
Fee based on the following levels of efforts:
Principal — 2 hours x 225 $450.00
R.P.L.S. — 3 hours x 150 $450.00
CAD —12 hours x 110 $1,320.00
Three-man field crew — 24 hours x 185 $4,440.00
Data Collector — 24 hours x 40 $960.00
Clerical — 2 hours x 80 $160.00
Subtotal $7,780.00
7. Boundary Survey on 3 acre Detention Basin Site out of Lot "P", Replat of
Pearland Pavilion
Fee based on the following levels of efforts:
Principal — 2 hours x 225 $450.00
R.P.L.S. — 5 hours x 150 $750.00
CAD — 8 hours x 110 $880.00
Three-man field crew — 8 hours x 185 $1,480.00
Data Collector — 24 hours x 40 $960.00
Clerical — 2 hours x 80 $160.00
Subtotal $4, 680.00
Subtotal of Phase 4 $12,460.00
2016-087 CoP Project - E. Walnut Storm Sewer Improvements 2016 (#I 1-421-154)
Mr. Muhammad Ali, PE
Proposal No. 2016-087
June 2, 2016
Page 4
PHASE 5: CONTROL SHEET
8. Preparation of Horizontal and Vertical Control Sheet
Fee based on the following levels of efforts:
Principal — 3 hours x 225 $675.00
R.P.L.S. — 12 hours x 150 $1,800.00
CAD —10 hours x 110 $1,100.00
Three-man field crew —12 hours x 185 $2,220.00
Data Collector — 12 hours x 40 $480.00
Clerical — 2 hours x 80 $160.00
Subtotal of Phase 5 $6,435.00
Total Amount of Proposal $70,465.00
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 $225.00
• Registered Professional Land Surveyor (RPLS) $150.00
• Technical/CAD $110.00
• Three-man field crew $185.00
• Data Collector $40.00
• Clerical $80.00
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.
2016-087 CoP Project - E. Walnut Storm Sewer improvements 2016 (#11-421-154)
Mr. Muhammad Ali, PE Date
LAN, Inc.
111
Geotechnical Engineers & Materials Testing
L.F IIIUI1 I.
GEOTEST ENGINEERING, INC.
5600 Bintliff Drive
Mr. Muhammad M. Ali, P.E.
Lockwood, Andrews & Newnam, Inc.
2925 Briarpark Drive, Suite 400
Houston, Texas 77007
Houston, Texas 77036 Telephone: (713) 266-0588
Fax: (713) 266-2977
Proposal No. 1130036399
June 6, 2016
Re: Proposal for a Phase I Environmental Site Assessment (ESA)
Old Town Pearland Drainage Study Project
Pearland, Texas
Dear Mr. Ali
We are pleased to submit this revised proposal for performing the Phase I Environmental
Site Assessment (ESA) for the referenced project. Phase I ESA will be conducted in general
accordance with latest ASTM E 1527.
The project is comprised of installing storm sewer boxes along Walnut street from
east of Main Street (Hwy 35) to Old Alvin Road and along old Alvin from Walnut Street
to the outfall at Mary's Creek. The project also includes construction of a detention basin
west of Old Alvin Street near the intersection of Walnut Street. It should be noted that a
Phase I ESA study was performed by HVJ Associates (Report No. 1019720 dated August
12, 2011) for the project. However, for the current limits of the study are altered from the
previous project alignment.
Purpose and Scope
The purpose of this ESA is to identify and document any known or potential sources of
environmental contamination (Recognized Environmental Conditions) (RECs) on or around the
project alignment. The scope of this study will include:
1. Review regulatory agency lists for records regarding possible hazardous material
handling, spills, storage and production at the site or in the vicinity that may
potentially threaten the subject property. These lists include: CERCLIS, RCRIS,
NPL, ERNS, PST, LPST, superfund sites and waste disposal sites.
2. Review selected aerial photography for the past use activity in the site from the
1950's (or whatever available) to present to identify any signs of potential
environmental contamination.
3. Review additional records such as topographic maps, sanborn maps, city
directories, wetland inventory maps and fire insurance maps.
5. Perform a site and surrounding area reconnaissance and on-site interviews to
identify any indications of potential environmental contamination.
6. Prepare a Phase I Environmental Site Assessment report describing the findings
of this study.
Mr. Muhammed M. Ali, P.E Proposal No. 1130036399
Page 2 June 6, 2016
Project Schedule
We will be able to begin our study within one week upon receipt of your written
authorization. The draft report including one (1) hard copy and one (1) electronic copy will be
submitted in about six (6) weeks after receiving your notice to proceed. The final report
including two (2) hard copies and one (1) electronic copy will be submitted upon receiving the
comments.
Fee
Based on the scope of work outlined above, the fee of preparing and submitting Phase I
ESA report will be a lump sum cost of $4,725.00. The cost breakdown is shown on Attachment
No. 1.
We appreciate the opportunity to propose on this project. We hope that this proposal
meets your approval. If you have any questions, please call us. Please indicate your formal
acceptance by signing one copy of this letter in the space below and returning one original to us.
Sincerely,
GEOTEST ENGINEERING, INC.
6 .',,.,'ey'<
Naresh Kolli, P.E.
Assistant Project Manager
' c .
‘4
Mohan Ballagere, P.E.
Vice President
MB\ego
Copies Submitted: (1)
Enclosures: Attachment No. 1
PC3 8\Environmental\Proposals\30036399.doc
APPROVED BY:
PRINTED NAME:
TITLE:
DATE:
Phase I ESA
Old Town Pearland Drainage Study Project
Pearland, Texas
ATTACHMENT NO. 1
COST BREAKDOWN
Document Research
Regulatory Agency Listings
City Directories
Vehicle Charge
Engineering Services
Project Manager
Project Engineer
Support Personnel
Z:\Environmental Proposals\2016\Old Alvin\ 1130036399.xls
Proposal No. 1130036399
QUANTITY UNIT RATE COST
1 ea.
1 ea.
8 Hr.
$500.00
$220.00
$7.50
$500.00
$220.00
$60.00
Subtotal: $780.00
3.0 hrs.
28.0 hrs.
16.0 hrs.
$147.00 $441.00
$96.00 $2,688.00
$51.00 $816.00
Subtotal: $3,945.00
Total Cost
$4,725.00
CAnIDII r
1
GEOTEST ENGINEERING, INC.
Geotechnical Engineers & Materials Testing
5600 Bintliff Drive
Houston, Texas 77036 Telephone: (713) 266-0588
Fax: (713) 266-2977
Proposal No. 1130036499
June 06, 2016
Mr. Muhammad M. Ali, P.E.
Lockwood, Andrews & Newnam, Inc.
2925 Briarpark Drive, Suite 400
Houston, Texas 77007
Re: Proposal for a Phase II Environmental Site Assessment (ESA)
Old Town Pearland Drainage Study Project
Pearland, Texas
Dear Mr. Ali
As per your request, Geotest Engineering, Inc. (Geotest) is pleased to submit this revised
budgetary proposal for performing the Phase II Environmental Site Assessment (ESA) for the
referenced project. The project is comprised of installing storm sewer boxes along Walnut street
from east of Main Street (Hwy 35) to Old Alvin Road and along old Alvin from Walnut Street to
the outfall at Marys Creek. The project also includes construction of a detention basin west of
Old Alvin Street near the intersection of Walnut Street. It should be noted that a Phase II ESA
was performed by HVJ Associates for the project (HVJ Report No. HE1019720 dated October
12, 2012).
The purpose of this Phase II ESA investigation will be to evaluate the presence of
possible soil and ground water contamination from any REC sites along the project alignment.
The number of borings and depth of borings will be determined after completion of the Phase I
ESA study. However, for budgetary purpose we estimate an approximate amount of $15,000.00
for the Phase II ESA study along the project area. This amount includes drilling and sampling 10
borings to a depth of 20 feet, analytical testing including TPH, VOCs and metals for both soil
and groundwater and preparation of environmental report.
We appreciate the opportunity to propose on this project. We hope this proposal meets
your approval.
Very truly yours,
GEOTEST ENGINEERING, INC.
,C .
Mohan Ballagere, P.E.
Vice President
MB\ego
Copies Submitted: (1)
PC38\Environmental\Proposals\30036499.DOC