R2002-0011 01-14-02RESOLUTION NO. R2002-11
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PEARLAND,
TEXAS, AUTHORIZING THE CITY MANAGER OR HIS DESIGNEE TO
ENTER INTO AN ENGINEERING CONTRACT WITH S & B
ENGINEERING FOR ENGINEERING SERVICES ASSOCIATED WITH THE
MAGNOLIA STREET UTILITY RELOCATION.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS:
Section 1. That certain contract by and between the City of Peadand and S & B
Engineering, 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 with S & B Engineering. for engineering services
associated with the Magnolia Street Utility Relocation.
PASSED, APPROVED and ADOPTED this the
A.D., 2002.
14 day of January _,
TOM REID
MAYOR
ATTEST:
APPROVED AS TO FORM:
D'~,RRIN M. COKER
CITY ATTORNEY
Exhibit "A"
R2002- ? 1
CITY OF PEARLAND
STANDARD AGREEMENT
FOR ENGINEERING SERVICES
This Contract (Contract) is made between the City of Pearland, Texas
(hereinafter"City"), and S&B Infrastructure, Ltd., a Texas Limited Partnership,
(hereinafter "Engineer") as follows:
1. Summary of Contract Terms. The following information and referenced documents
shall be a part of this Contract:
Engineer:
Description of Project:
Maximum Contract Amount:
Contract Begins:
Contract Ends:
Attached Contract Document:
S&B Infrastructure, Ltd.
Utility Relocations along Magnolia Street from State
Highway 35 to Veterans Drive, Pearland, Brazoria
County, Texas
$177,372
Upon execution
Upon completion
Attachment "A"- Scope of Services
Attachment "B"- Geotechnical Engineering Services
Proposal from Aviles Engineering Corp.
Attachment "C' - Land Surveying Services Proposal
from C.L. Davis & Company
Attachment "D" - Detailed Opinion of Engineering
Cost
2. Services and Payment.
Engineer shall perform services within the Standard of Care of the Engineering
profession as follows:
A. Engineer will furnish services to the City in accordance with the terms and
conditions specified in this Contract. Progress payments may be requested by
Engineer based on the amount of services completed. Payment for the services of
Engineer shall be due and payable upon submission of a statement for services to City.
Statements for services shall not be submitted more frequently than monthly. Any
applicable new taxes imposed upon services, expenses, and charges by any
governmental body after the execution of this Contract will be added to Engineer's
compensation.
If City fails to make any payment due Engineer for services and expenses within
thirty (30) days after receipt of Engineer's statement for services therefore, the amounts
due Engineer will be increased at the rate of one percent (1%) per month from said
thirtieth (30th) day, and, in addition, Engineer may, after giving seven (7) days' written
notice to City, suspend services under this Contract until Engineer has been paid in full,
all amounts due for services, expenses, and charges.
B. All the Engineer's working drawings, plans, and specifications, if required under
this Contract, shall be sufficiently accurate, detailed, and complete so that competitive
bids for the work can be obtained and the improvements constructed.
C. Approval of the Engineer's work by the City shall not release the Engineer, its
employees, agents, or consultants, from the responsibility and liability for the accuracy
and competency of their designs, working drawings, and specifications, or other
documents and services.
D. Subject to Article 9 herein or as otherwise agreed, the Engineer shall promptly
correct errors in the Engineer's work, including errors discovered after final payment,
without receiving additional compensation.
E. The Engineer shall prepare a schedule of work identified as an attachment to
this agreement and submit it for review within 15 calendar days after receiving a Notice-
to-Proceed. The Work Schedule shall be submitted in digital and paper form, in the
Microsoft Project for Windows format. The Work Schedule shall contain a complete
schedule so that the Engineer's scope of services under this contract can be
accomplished within the specified time and contract cost. The Work Schedule will
provide specific work sequence and definite review times by the City and the Engineer
of the work performed. If the review time should take longer than shown on the work
schedule, through no fault of the Engineer, additional contract time will be authorized by
the City through a supplemental agreement, if requested by a timely written request
from the Engineer and approved by the City.
3. Term and Termination. This Contract term will begin and end on the dates shown
above. The City may terminate this Contract at any time during its term by giving
written notice to Engineer. The City shall pay the Engineer for all services rendered to
the date of termination.
4. Modifications. City without invalidating the Contract, may order changes within the
general scope of the work required by the Contract by altering, adding to and/or
deducting from the work to be performed. If any change under this clause causes an
increase or decrease in Engineer's cost of, or the time required for, the performance of
any part of the Services under the Contract, an equitable adjustment will be made by
mutual agreement and the Contract modified in writing accordingly.
5. Subcontracts. If, for any reason, at any time during the progress of providing
services, City determines that any subcontractor for Engineer is incompetent or
undesirable, City will notify Engineer accordingly and Engineer shall take immediate
steps for cancellation of such subcontract. Subletting by subcontractors shall be subject
to the same regulations. Nothing contained in the Contract shall create any contractual
relation between any subcontractor and City.
6. Ownership of Documents. All drawings, report data, and other project information
developed in the execution of the services provided under this Contract shall be the
property of the City upon payment of Engineer's fees for services. Engineer may retain
copies for record purposes. Owner agrees such documents are not intended or
represented to be suitable for reuse by City or others. Any reuse by City or by those
who obtained said documents from City without written verification or adaptation by
Engineer will be at City's sole risk and without liability or legal exposure to Engineer, or
to Engineer's independent associates or consultants, and City shall indemnify and hold
harmless Engineer and Engineer's independent associates and consultants from all
claims, damages, losses, and expenses including attorneys' fees arising out of or
resulting therefrom. Any such verification or adaptation will entitle Engineer to further
reasonable compensation. Engineer may reuse all drawings, report data, and other
project information in the execution of the services provided under this Contract in
Engineer's other activities. Any reuse by Engineer will be at Engineer's sole risk and
without liability or legal exposure to City, and Engineer shall indemnify and hold
harmless City from all claims, damages, losses, and expenses including attorneys' fees
arising out of or resulting therefrom.
7. Construction Representation. If required by the Contract, Engineer will furnish
Construction Representation according to the defined scope for these services.
Engineer will observe the progress and the quality of work to determine in general if the
work is proceeding in accordance with the contract documents. In performing these
services, Engineer will endeavor to protect City against defects and deficiencies in the
work of contractors; Engineer will report any observed deficiencies to City, however, it is
understood that Engineer does not guarantee the contractor's performance, nor is
Engineer responsible for the supervision of the contractor's operation and employees.
Engineer shall not be responsible for the means, methods, techniques, sequences or
procedures of construction selected by the contractor, or the safety precautions and
programs incident to the work of the contractor. Engineer shall not be responsible for
the acts or omissions of any person (except his own employees or agents) at the project
site or otherwise performing any of the work of the project.
8. Insurance.
A. The Engineer 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 Engineer, 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.
B. The Engineer 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, reduced in coverage or in limits except after thirty (30)
days prior written notice by certified mail, return receipt requested, has been given to
the City. Upon request, certified copies of all insurance policies shall be furnished to the
city.
9. Indemnity. Engineer 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 Engineer 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
Engineer, his officers, employees, agents, or subcontractors under this Contract.
10. Assignment. Engineer shall not assign this Contract without the prior written
consent of the City.
11. Law Governinq and Venue. This Contract shall be governed by the law of the State
of Texas and no lawsuit shall be prosecuted on this Contract except in a court of
competent jurisdiction located in Brazoria County, Texas.
12. Entire Contract. This Contract represents the entire Contract between the City and
the Engineer 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. Purchase orders issued under this Agreement shall contain a statement
nullifying additional terms and conditions on the reverse side of the purchase order and
referencing this Agreement.
13. Conflicts in Contract Documents. The above provisions, other than the provisions
contained in any referenced contract document specified above, shall govern over any
conflicting provision contained in any referenced contract document specified above.
14. Dispute Resolution Procedures. The Engineer and City desire an expeditious
means to resolve any disputes that may arise between them regarding 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 bringing
any legal action, to settle the dispute by mediation of a third party who will be selected
by agreement of the parties.
EXECUTED and EFFECTIVE as of the ].4 day of ,January ,2002.
ATTEST:
Sec~,e~fary /
APPROVED AS TO FORM:
CITY OF PEARLAND
By:
City Manager
Darrin M. Coker
City Attorney
ATTEST:
/
EddTe ~(irst, P/E: .....
Deputy Director,
Municipal Engineering
S&B Inf~struct/ure, Ltd., Engineer
H. J. Reddish, P.E.
Vice President of Operations
STATE OF TEXAS §
COUNTY OF BRAZORIA §
BEFORE ME, the undersigned Notary Public, on this day personally appeared
Bill Eisen, known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he/she executed the same for the purposes
and consideration therein expressed.
/¢GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS
,~,,~,~.,~ , A.D., 2002.
/
~ PERLA N. LEHMAN
~\%.l~J~] My Commlssl~ Expires:
~ APRIL 2, 2005
/ ~ DAY OF
NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS
Printed Name: ~-~,'/~ .,~, ~/'~X'~,,~_..
My Commission Expires:
STATE OF TEXAS
COUNTY OF HARRIS
BEFORE ME, the undersigned Notary Public, on this day personally appeared H.
J. Reddish, known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he executed the same for the purposes and
consideration therein expressed.
NDER MY HAND AND SEAL OF OFFICE THIS ~-~ DAY OF
~U , A.D., 2002. .
NOT~r~T r'uBLIC IN AND FOR
STATE OF TEXA.~
Printed Name: ~&~(~t_ t~
My Commission Expires:
STATE OF TEXAS
COUNTY OF HARRIS
BEFORE ME, the undersigned Notary Public, on this day personally appeared
Eddie Kirst, known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that he/she executed the same for the purposes
and consideration therein expressed.
~IVEN UNDER MY HAND AND SEAL OF OFFICE THIS ~l~c~' DAY OF
~_o-~,.- , A.D., 2002.
NOTARY PUBLIC IN AND FOR THE
STATE OF TEXA~
Printed Name: '~--~ ~. ~,LL,/3(:~
My Commission Expires: ~)dC. 15-, 2.Oo2..
ATrACHMENT "A"
SCOPE OF SERV~[CES
Utility Relocations along Magnolia Street
from State Highway 35 to Veterans Drive,
Pearland, Brazoria County, Texas
GENERAL:
The work to be furnished by S&B Infrastructure, Ltd. (Engineer) under this contract
shall consist of Engineering services required for preparing construction plans,
specifications, and estimates (PS&E) for design of Water Line and Sanitary Sewer
Relocations. This utility project is necessary for the proposed reconstruction of
Magnolia Street from State Highway 35 to Veterans Drive by the Texas Department of
Transportation. These services shall be in accordance with City of Pearland (City)
design standards and in English units.
The Engineer shall furnish all equipment, materials, supplies, and incidentals as
needed to perform the services required.
The Engineer will perform all work efforts and prepare all deliverables in accordance
with the applicable/current requirements of the City's specifications, standards, and
manuals. Whenever possible, the City's standard drawings, standard specifications or
previously approved special provisions and/or special specifications will be used. If a
special provision and/or special specification must be developed for this project, it shall
be prepared in City format and, to the extent possible, incorporate references to
approved City test procedures.
The Engineer will provide traffic control in accordance with the Texas MUTCD when
performing any field activities associated with development of the PS&E package for
this contract.
The Engineer will develop and submit a work schedule with milestone activities and/or
deliverables identified.
BASIC SERVICES:
Design Phase:
The Engineer shall produce PS&E deliverables for water line and sanitary sewer
relocations. The Engineer shall meet with the City engineering and maintenance staff
at the beginning of the project to determine the design concepts for the relocation of
water lines and sanitary sewers. The Engineer shall incorporate all applicable data
obtained from the geotechnical and survey subconsultants into the PS&E package. The
Engineer shall convert Microstation base mapping computer files furnished by
Dannenbaum Engineering and/or TxDoT to AutoCAD format. The Engineer shall
provide standards for water line and sanitary sewer construction and provide details for
the repair of appurtenances as a result of construction activities. The Engineer will
provide review sets to the City at 30%, 60%, and 90% complete stages to gather and
Page 1 of 4
ATI'ACH M ENT "A"
incorporate comments, and 100%, or "Bid Ready" documents. The Engineer shall
assist the City with obtaining any outside construction permits. The Engineer shall
coordinate and obtain final signatures and approvals for the final set of construction
plans.
The following is a list of drawings anticipated to be provided under basic services:
Title Sheet, Drawing Index, & Vicinity Map (1 Sheet)
General Notes & Legend (1 Sheet)
Sheet & Boring Layout, & Survey Monumentation & Baseline Ties (1 Sheet)
Typical Cross Sections (1 Sheet)
Plan & Profile (9 Sheets)
Water Line Connection Details (1 Sheet)
Sanitary Sewer, Force Main, & Lift Station Demolition Details (1 Sheet)
SWPPP Plan & Details (4 Sheets)
City of Pearland Standard Details (8 Sheets)
Bid Phase:
The Engineer shall assist the City with pro-bid preparation and provide the following
Bid Phase Services:
Provide Updated Cost Estimate on Final Bid Form
Provide Mylar Sepias of "As-Bid" Drawings
Provide "TIFF" Files of "As-Bid" Drawings
Provide Reproducibles of Project Specifications
Prepare "Bid Advertisement" & "Notice to Bidders"
Conduct Pre-Bid Meeting at City of Pearland Offices
Prepare Addenda (if needed)
Provide Mylars & "TIFF" Files of Modified Sheets
Assist the Owner with Obtaining Bids
Review Bids and Submitted Documents
Provide "Summary" and "Detailed" Bid Tabulations
Provide "Recommendation of Award" Letter
Construction Phase:
The Engineer shall assist the City with pre-construction preparation and provide the
following Construction Phase Services:
Conduct Pre-Construction Meeting & Issue Minutes
Make Periodic Site Visits (at least bi-weekly)
Maintain Communication with City Field Inspector
Provide Written Reports of Site Visits
Consult & Advise Owner As Needed
Prepare, Sign, & Issue Change Orders for Owner's Approval
Review Shop Drawings, Lab Reports, & Mill Tests
Review Contractor's Pay Estimates
Conduct Pre-final Walk Through Inspection
Prepare & Issue Final Punchlist
Page 2 of 4
ATrACHMENT "A'
Issue Certificate of Substantial Completion
Conduct a Final walkthrough inspection
Issue a Certificate of Completion
ADDITIONAL SERVICES:
The Engineer shall provide additional engineering services as described below in
connection with Base Map Conversion and Traffic Control PS&E deliverables,
Construction Management, Reimbursable Expenses, and Subconsultant Services and
Administration.
Engineering:
Traffic Control Plans:
The Engineer shall develop traffic control plans and standards in accordance with
the Texas Manual on Uniform Traffic Control Devices (TxMUTCD) as follows:
Phase Layouts & Notes (I Sheet)
Assist the City with obtaining TxDoT Permits
Traffic Control & Detour Plan (1 Sheet)
Traffic Control Standard for Lane Closure (1 Sheet)
Barricade Standards (1 Sheet)
Construction Management (Semi-Resident):
The Engineer shall provide "In-house" Construction Management* services for the
duration of construction in addition to the Basic Construction Phase Services
described above including:
provide semi-resident on-site inspection (approximately 4-hours per working
day),
maintain project photograph books,
make changes to the drawings and specifications requested by the City that
are outside the original scope of the project,
maintain record "redlines" of field changes from the approved drawings,
prepare "Record" Drawings from Engineer's and construction contractor's
field redlines, and
provide the City with 2-sets of full size mylar reproducibles and one set of
electronic "TIFF" files on CD.
* Engineer will not use outside personnel for semi-resident construction
management without prior approval from the City.
Page 3 of 4
ATrACH M ENT "A'
Reimbursable Expenses:
The Engineer shall provide courier services, travel for Engineer's personnel to and
from official meetings and the construction site and processing of digital project
photographs. The total amount for all reimbursable expenses shall not exceed
$1,980 without prior authorization from the City.
Subconsultants:
The Engineer shall execute separate Subcontract Agreements with the
Subconsultant(s). Subconsultant invoice amounts plus 10% shall be included in the
Engineer's invoice the City. The City will not be billed directly by the
Subconsultant(s).
Geotechnical Services:
The Geotechnical Subconsultant, Aviles Engineering Corp. (AEC), shall provide
geotechnical information and soil analysis to the Consultant for the design of
waterline and sanitary sewer relocations. See Attachment "B" for a copy of AEC's
proposal.
The Engineer shall manage and coordinate the activities of AEC and assist in
determining the boring locations.
Surveying Services:
The Surveying Subconsultant, C.L. Davis & Company (CLD), shall provide
"verification" topographic field surveying services for the design of waterline and
sanitary sewer relocations as instructed by the Engineer. See Attachment "C" for a
copy of CLD's proposal.
The Engineer will manage and coordinate the activities of CLD to limit the amount
of surveying to those areas where conflicts appear likely or where a visual site
inspection with the surveyor indicates existing conditions deviate significantly from
the preliminary plans. The Engineer will process the field surveying data and verify
that the survey information meets design requirements.
Outside Reproduction Services:
The Engineer shall coordinate and provide for reproduction services by an outside
enterprise for bid set Plans & Specifications and specialty work such as mylar sepias
and "TIFF" files of "As-Bid" & "Record" drawings.
Page 4 of 4
3RM 03 ~00~ iO:13RM RVILES~EMGR~CORP ?13895?943
ATTACHMENT lIB'
December 31, 2001
Mr, David C. Dybal{J, .Ir. '
S & B Infrastructure, LTD
3535 Sage Road
Houston, Texas 77056-70! 1
'Re:
Oeoteclmical I~vesfigation - Proposal/Agreement
Proposed paVement/Utility Relocation ·
Magnolia Road - From Veterans Drive to SH 35
Pcarland, Texas
AEC Proposal No. O2001-12-07
Dear Mr. Dybala:
In response to your request, Avil~s Engineering Co~poration (AEC) is plea~ed to submit this prbposal for a
gentechnical investigation for the above referenced paveanent reconstructi°n and utility relocation project for
the City of P~arland, located alo~ Magnolia Road, from Veterans Drive to SH 35 in PearlaUd, Texas.
The project will consist of pavement reconstruction and gravity water am/sower line relocation in the area
between Veterans's Drive and the proposed ROW of SH 35. The water Iin~ alignment is about 4,500 fog loUg~
Au exiatin8 ilft atation will bo demolishadi no new lift station is planned to be constructed. TI~ watoi ami
sewer line diameter and invert depths are not known at this time. We anticipate that the project will be
constaucted using open-cut; we aSSume that tunneling will not be required fqr this project.
As instructed and shown on the project alignment drawings provided to us, the'field exploration will cousist
of drilling and sampling I0 borings as follows:
4 boring,q to a depth of 8 ft.; ·
I boring to a depth of 12 ft.;
1 boring to a depth of 14 ft.;
2 borings to a depth of 16 t~,;
1 boring to a depth of 18 ft.; and
! boring to a depth, of 20 ft.:
Alt depths listed above are relative to existing pavement grade or ground at the location~ of the borings. AEC's
field engineer will'perform a site reconnaissance and coordinate with the Texas One Call System to have the
existing umtergrou~cl.utilities checked. If existing utilities are identified, borings may have to be relocated.
Wo roqllr, a£ that you provide us with drawings showing any llndergromld'utilifies or. stmcttttes to farther aSSist ·
us in finalizing tho boring locations.
~OWlnd~m Houst~ Trna 77041 · (iq3) ~-Ta45 · Fax (713J 8gS.Tg4~
Page .1 of 4
JSM 03 200E IO:13RM 8VILES~EMGRgCORP ?13895?943 p.3
ATTACHMENT "B"
P~e2
Undisturbed samples will be obtained in cohesive soils and Standard Penetration Tests performed on granular
soils. Groundwater d~pths (it encountered) will he recorded in the borings during and upon completion of
drilling. Representative portions of ail samples will be sealed, packaged, and transported to our laboratory.
We will install 2 piezometers (in Borings B-1 and B-10) at the opposite ends of tl~ alignment; one will be 12-ff
and the other 20-R. deep..a/tier completion of drilling, we will mokitor the groundwater levels in the
piezometers after a one month. The piezometers will be left in-pla~ for future monitoring by others.
Laboratory testing will consist of Atterherg limits, percent passing No. 200 sieve, moisture contents, city
density, unconfined compgssive strength, and triaxial shear strength (unconsulidated-undrained). California
Bearing Ratio (CBR) values will be esthnated ushg correlation in published literature.
Wc w/E1 analyze'thc field and laboratory data and provide gcoteehnical guidelines for:
temporary open-tnt excavati°ns for the water and sewer lines (assuming open-cul excavation),
OSHA excavation criteria,
lateral pressures for ~xcavafions and permanent buried structures (lift station and manholes),
uplift resistance criteria for buried structures,
foundation support for buried struO~res,
guidance for dewateriag excavations, and
bedding material and placement criterh.
The boring depths and locations Will not enable us to provide recommendations for any proposed overpasses,
bridges, e, mbnnlan~nt slopes and retaining walls, We assume that these structures are not pan of AEC's present
scop~ of services. Please let us know it' Lhis is not the case, so we may revise this proposal.
Our fimlings ami the above recommendations will be presented ia a geotechnical report which will also contabt
a boring location plan, logs of borings and summary of the results; five copies will be subm/tted.
The es~/rnsted fee for the services described above is $13,464 as itemized in thc attachment. We will invoice
our services ou a lump sum basis. Plnasc inform us if our project description and/or scope of services is
inaccurate so that we may revise the scope, fee and schedule if necessary.
The fee includes one mob/demob for a truck-mounted drill rig and a site reconnaissance for AEC's field
engineer. The fee assumes the ske' is open and aecess~le to truck-mounted drilling equlpmant aPxl that our
services will be performed in 2002. Surveying, entry/access permits, clearing, fault evaluation, standby time,
working with hazardous materials, piezometer plugging and attendance at meetings are not included ia the
above fee. Pavement coring and patching and traffia coratol are included to the extent shown on the
attachmcnt~ additional coring ~d patching will be invoiced at thc unit rates in thc attachment.
Page 2 of 4
JAN 03 2002 10117 7138957943 PAGE.e3
JR~ 03 2002 iO:13RM RVILES#EMGR~CORP ?13895?943 P-4
S & B Infrastructure, LTD
C.-eotechnica~ Investigation ProposaUAgroem~nt
Proposed Utility Relocation fo~ Magnolia Road
F£om SH 3~ to Veterans Drive
Pearinnd, Texas
AEC Proposal No. G2001-12-07
Page 3
ATTACHMENT lIB"
~es in project details described in this proposal or eddi~oml d~'.i!~ that are provided to us later may result
in additional fees if n~w or exploration, testing or Analyses a~e ~equired ~s a result, We therefore request that
you inform us about any design details that are proposed so that we may incorporate the changes at this time
and mak~ n~cessary revisions to thc ProPosal, schedule and fee, if applicable.
Weather peunitting and assu~ing no field delays, we anticipate starting the field exploration approximately a
week atter receiving tho signed con~ract and notico-to-proceed. We plan to provide you with recommendations
for water and sewer lines relocation about 4 weeks after the borings are drilled. We estimate completing the
report a week after we di,scu~s the results and recommendations with you.
CLOSrNG & AUTHORIZATION
We apprec~te the opportunity to present this proposal ~d look forward to working with you again. You may
authoIize our services via a Consultant Services Contract/Agreemen~ or by approving this proposal below.
Executed this day. ,2002.
By: (signature) By: ~'
· (Sishltur~)
Mr. Eddie Kirst. P.E.
(Pri~ed or typ~ name)
Albert A. Joseoh. M.E.(Civil% P,E,
(Printed or typea name)
Title: Title:
$ & B INFRASTRUCTIJRE, LTD.
., Vic~pr~idem
AVILESENGINEER1NG COP, P,
E:kEngincering\pmposa[~7.001\ G200 t - 12-07.wpd
Page 3 of 4
JAN 03 2982 10:17 7138957943 RAGE,04
2002 iO:13RM
RVILES~tEHGR~tCORP ?!38957943
ATTACHMENT "B"
ITI=MIZI=D SUMMARY OF RI=VISED FI:I=
PROPO$1=D PAVEMr:NTIUTILITY RELOCATION
MAGNOLIA ROAD
VF_Tr=RAN$ DR. TO $H 35
PEARLAND, ?£XA$
p.5
12/31101
GEOTECHNICAL INVESTIGATION
AEC PROPOSAL NO. G2001-t
Qty. Unit Rate Amount
A. FIELD EXPLORATION
Mobilization/Demobilization 1 ea. ~_, $350.00 $350.00
Site Reconnissance & Boring Layout 8 hrs. (~ $68.00 $544.00
Litiiib/Location 2 hrs, (~ $68.00 $136.00
Pavement Coring (e_=~,,med 8 locations) 8 es. ~ $70.00 $560.00
Pavement Patchin~l 8 ea. @ $35.00 $280.00
T~a~c Control 16 hrs. @ $40.00 $640.00
Soil Drilling (10 borings to 128 feet total) 128 fi. ~. $14.00 $1,792.00
Grouting bo~ehotes 96 fi. ~ $4.00 $384.00
Piezometer installation (12 fl. and 20 fl.) 32 fl. @ $20.00 $640.00
Piezometer Monitoring (one trip) 6 hrs. ~ $42.00 $252.00
Piezometer Plugging (~__~_~,_,med not required) ff. ~ $12.00 $0.00
~Drill Rig & Crew Standby Time (if incurred) hrs. ~ $200.00 $0.0~.
Miscellaneous Expenses 1 LS @ $50.00 $50.00
IVahiole Cha~e 16 hrs. ~ $4.50 $72.00
SUBTOTAL $5,700.00
B. GEOTECHNICAL L~.-RORATORY TESTING
Atterberg Limits (ASTM D-4318) 20 ea. ~ $40.00 ~.00
Passing No. 200 Sieve (ASTM D-1140} 12 ea. (~ $30.00 $~60.00..
Particle Size Analysis wlo Hydrometer (ASTM D-422) 2 ea. @ $50.00 $100.00
Moislure C,-,r, tent (ASTM D-2216) 40 aa. (I~ $5.00 ~z00.00
Uncor,~,nad Compression (ASTM D-2166) 26 ea. i @ $35.00 $910.00
Tdaxial (unconeelidated/Undrained, ASTM D-2850) 2 ea. ~ ~ $50.00 $100.00
~ SUBTOTAL $2,470.00
C. ANALYSES & ,~.PORT PREPARATION
hrs. ~ $150.00 $0.00
Principal Engineer 4 hrs. (~ $115.00 $460~00
8enior Engineer 8 hrs. ~ $78.00 $624.00
Project I~,,,,~,=, 45 hrs. ~ $68.00 $3,060.00
Staff Engineer
Draftsman 14 hrs.
Word ~r~cessor 5 hrs. ~ $40.00 $320.00
Reproduction 5 report ~ $40,00 $2q0,.0.0
SUBTOTAL $5,294.00
TOTAL ESTIMATED FEE I $13~464.00
k~ee~.~fne~i~9~Dis=l~ mpesais~20Ol~G2~O1-12'07
Page 4 of 4
FROM :C.L. Davis & Companw FAX NO. :281 482 1294 San. 03 2~02 09:29RH P2
ATTACHMENT !'C"
C.L. DAVIS & COMPANY
LAND SURVEYING
150o WINDING WAY
FRIENDSWOOD. TEXAS 77546
(281) ~B2-9490
FAX (281) 482.i294
E-MNLt ddavisc@gte.qet
3anuaq/2, 2002
Mr. Eddie Kirst, P.E.,
Depub/Director, Mundpal Engineering
S & B Infrastructure, Ltd.
7825 Park Place BIvd.
Houston, Texas 77087
P.e: Utility Relocations for Magnolia Road
Dear Mr. Kirst:
Our proposal for land surveying services for the above referenced project is as follows:
Specifically, our proposal covers the following item(s):
~. Additional topo work for sanitary sewer and waterline
within Oannenbaum area including detailing of lift
statibn ......................................................................................... $5,000.00
2. Topographic survey for sanitary sower and waterline
' west of D~nnonbaum are~ to Veterans Drive .............................. $4,S00.00
3. Construction control staking .............................. . ........................ $2,200.00
4. Topographic survey on east side of State Highway
Number 35 for sanitary sewer .................................................... $4~500.00
S. Staking for core bore locations ....................................................
Estimated amount of proposal .......................................................
The following items will be invoiced at cos~."
Reproductions
Submittal fee(s) to governmental agencies
2002.00]. Relocations Magnolia KlrSt.doc
]RH 03 2002 09:25 28& 482 2294 PRGE.02
FROM :C.L. Davis & Company FAX NO. :281 482 1294 Jan. 04 2002 09:14RM P3
Delivery service
Electronic Mail
Abstracting
Payment of all Invoices is due thirty days from receipt. 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
Registered Professional Land Surveyor
Technical/Cadd
Three-man field crew
Data Collection
$~25,00
$85.00
$70.00
$110.00
$30.00
Cledcal $45.00
All surveying services are under the jurisdiction of the Texas Board of Land Surveying:
7701 North Lamer, 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,
~-~-- --.-,~,;. ..........
C.L. Davis, R.P.L.S.
Approved & Accepted
Mr. Eddie Kirst, P.E.,
Deputy Director, Nundpal
Engineering
S & B infrastructure, Ltd.
2002.00! Relocations Ma~lolta Kirst.doc
JAN 84 2882 89:11 281 482 1294 PAGE.03
~ASTRUeTURE.~ ~I:D
ATTACHMENT"D"
OPINION OF ENGINEERING COST
FOR
Magnolia Street Utility Relocations
City of Pearland
S&B Project NoJpu0071
Revised: Jail. 2, 2002
TOTAL
BASIC SERVICES:
Design Phase Services: 57 113 226 396 57 848 $ 7T462
Title Sheet~ Drawing Index, Vicinity Map
General Notes & Legend
Sheet & Borin8 Layout~ Survey Monumentation
Typical Cross Sections
Plan & Profile Sheets (9)
Water Line Connection Details
San, Sew.~ Force Main? & Lilt Station Demo. Details
SWPPP Plan & Details (4)
City of Peatiand Standard Details (8)
Microstation to AutoCAD Conversion
Subtotal Design Phase Services: I S7 I I lis I 226 [ 396 I 57 II 848 I $ 77,462
Bid Phase Services: 7 14 25 53 $ 4,841
Provide Updated Cost Est. on Final Bid Form
Provide Mylar Sepias of "As-Bid" Drawings
Provide "TIFF" Files of"As-Bid" Drawings
Provide Reproducibles of Proiect Specs.
Attend Pre-Bid Mtg. & Prep. Addenda (if needed)
Provide M¥1ars & "TIFF" Files of Modified Sheets
Assist the Owner with Obtaining Bids
Review Bids and Submitted Documents
Provide "Summary" and "Detailed" Bid Tabulations
Provide Recommendation of Award Letter
Subtotal Bid Phase Servlees: I 4 I I 7 I I4 I 25 I 4 II S3 I $ 4,841
Construction Phase Services: 11 21 42 74 11 159 $ 14,524
Attend Pre-Const. Meeting & Issue Minutes
Make Periodic Site Visits (Min. Bi-weekly)
Provide Wdtton Repo~s of Site Visits
Consult & Advise Owner As Needed
Prepare, Si~n, & Issue C.O.'s for Owner Appv.
Review Shop Dwgs.? Lab Rpts,? & Mill Tests
Review Contractors Pay Estimates
Conduct Pre-final Walk Throu~,h Inspection
Prepare Final Punehlist
Issue Certificate of Substantial Completion
?, ,4, 283 495 71 1,06015 96,827
ASTRUCTU~D
ATTACHMENT"D"
OPINION OF ENGINEERING COST
FOR
Magnolia Street Utility Relocations
City of Pearland
S&B Pr~iect No. pu0071
Revised: Jan. 2, 2002
TOTAL
ADDITIONAL SERVICES:
Design Phase
Engineering:
Truffle Control plans (4) 6 0 13 26 45 6 96 $ 8,769
Subtotal l~.~i..ering: I 6 1 I 13 1 26 1 481 6 II 961 $ s,769
Reimbursable Expensess:
Courier $ 250
In-house Reproduction - Bluelines $ 250
Mileage/Travel $ 250
AdministrativeFee I 10% ] $ 75
Subtotal Reimbursable Expensess: II $ 825
Subconsultants:
To~o Survey $ 14~000
Stake Xcore Boring Locations $ 1,$00
Geoteehnical Testin~ $ 13,464
Outside Reproduction - BL's~ Sepias~ "TIFF's"~ $ 4~500
SubconsultantAdministrativeFee I 10% ~ $ 3,346
Subtotal Subconsultants: I I $ 36,810
Subtotal Design Phase Add. Svcs.: I 6 1 I 13 1 26 1 4s I 6 II 961 $ 46,404
Bid Phase
Reimbursable Expensess:
Courier $ 100
In-house Reproduction - Bluelines $ 100
Milea~e?rravel $ 100
Administrative FeeI 10% I $ a0
Subtotal Reimbursable Expensess: [ I $ 330
Subtotal Bid Phase Add. Svcs.: [I I ] I I II I $ 330
Construction Phase
Engineering:
Semi-Resident Inspection 180 20 200 $ 19,096
Revisions to Const. Docs. Rqst'd by Client I 4 6 12 23 $ 2,124
Record Drawing Preparation 4 6 8 24 8 50 $ 4,396
Subtotal Engineering:I S I I I0 I1941 36 1 28 II 273 1 $ 28,616
Reimbursable Expensess:
Courier $ 50
In-house Reproduction - Bluelines $ 50
Mileage/'rmvel $ 650
AdministrativeFee I 10% I $ 75
Subtotal Reimbursable Expensess: II $ 828
Subeousultants:
Construction Control Staking $ 2,200
Outside Reproduction - BL's, Sepias, "TIFF's"~ $ 4,500
Subconsuhant Administrative Fee I 10% ~ $ 670
Subtotal Subconsultants: ] { $ 7,370
Subtotal Construction Phase Add. Svcs,: 5 10 194 36 28 273 $ 33,811
TOTAL ADDITIONAL SERVICES: 1 l 23 220 81 34 369 S 80,545
TOTAL COST: 82 164 502 575 105 1,429 $ 177,372