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CONTRACTS & OTHER AGREEMENTS
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·'
Contract No.: 10-087 Project No.:
_.
· Project Name: SONOMA SUBDIVISION PHASE 3 PROJECT -WATERLINE OVERSIZE PARTICIPATION
Name of Contractor: BCS DEVELOPMENT COMPANY ~
Contract Description: CITY PARTIOPATION AGREEMENT -Construction of 24 inch water line for larqer City System
fQr 2 l.577 liDeg[ feet seci;iQO S!IQog Wilfigm Q, Eit~b e2r~a~
CRC Approval Date (if required): (\'\(A. v '( Sm~
Department Representative/Extension
Council Approval Date (if required): DECEMBER 10, 2009
Agenda Item No.: CONSENT ITEM #2c tJ~
Finance Review Required: Insurance Certificates:~Performance Bon?_i_ Payment Bond :~
(person reviewing, please initial if approved)
Comments: This matter was presented to Council on 12-10-2009 and approved by Ordinance No. 3218 (a copy of
which is attached).
By Ordinance 3218, the City Council approves the contract with BCS Development Company obligating the
City to pay a maximum of $147,614.50 out of a total estimated amount of $896,254.00 for the labor,
materials, and equipment required for the improvements related to the Sonoma Subdivision, Phase 3
project. The funding for this contract shall be as budgeted from the Water Capital Improvement Project.
DATE
DATE
DATE
ATE
2. --tft -{{)
DATE ~ /b lZ\?10
DATE
Revised 912008
-
ORDINANCE NO. 3218
AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF COLLEGE STATION,
TEXAS, APPROVING A PARTICIPATION AGREEMENT BY AND BETWEEN THE
CITY AND BCS DEVELOPMENT COMPANY FOR THE DEVELOPMENT OF THE
SONOMA SUBDMSION, PHASE 3 PROJECT AND AUTHORIZING THE EXPENDI-
TURE OF FUNDS.
WHEREAS, BCS Development Company is a developer deve loping the Sonoma Subdivision, Phase
3 Project; and
WHEREAS, as part of said development, the construction of certai n public infrastructure is required;
and
WHEREAS, pursuant to Section 212.07 1 et seq . Texas Local Government Code the City of College
Station and the developer have agreed to jointly participate in the construction of certain public
infrastructure to wit: the Sonoma Subdivision, Phase 3 Proj ect ("Project") as further set forth in a
Participation Agre_ement ; now, therefore,
BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF COLLEGE STATION, TEXAS:
PART 1:
PART2:
PART3:
PART4:
That the City Council hereby finds it to be in the best interests of its citizens
to enter into that one certain Participation Agreement with BCS Development
Company for the construction of the Sonoma Subdivi sion, Phase 3 Project. A
copy of sa id Participation Agreement is attached as Exhibit "A" and
incorporated herein by reference.
That the City Council hereby approves the contract with BCS Development
Company obligating the CITY to pay a maximum of $147,614.50 out of a
total estimated amount of $896,254 for the labor, materials and equipment
required for the improvements related to the Sonoma Subdivision, Phase 3
Project.
That th e funding for this Contract shall be as budgeted from the Water Capital
Improvement Projects Fund, in the amount of $147,614.50.
That thi s ordinance shall take effect immediately from and after its passage.
ADOPTED this 10 day of December, A.D. 2009.
APPROVED:
~-MAYOR
CITY PARTICIPATION AGREEMENT
This Agreement is entered into this day of , 200_, by
and between the City of Coll ege Station, a Texas home rule municipal corporation
(hereinafter "ClTY"), and BCS Development Company, a Texas corporation
(hereinafler "DEVELOPER").
WHEREAS, DEVELOPER is developing property within the City of College Station,
more particularly described as Sonoma Subdjvision, Phase 3, College Station, Brazos
County, Texas (hereinafter "Property") a description of which is attached hereto as
Exhibit A; and
WHEREAS, DEVELOPER is required to construct certain public infrastructure, such as
roadways, utilities, sidewalks, drainage facilities, water and sewer facilities, etc. that
relate to DEVE OPER'S proposed development and
WHEREAS, CITY is required or desirous of assumjng some or all responsibility for
construction of certain public infrastructure affecting DEVELOPER'S development; and
WHEREAS, because of tills and in order to comply with ClTY's overall development
scheme both DEVELOPER and CITY agree that it is in the best interests of the public to
jointly construct certain identified public infrastructure; and
WHEREAS, the City Engineer has reviewed the data, reports and analysis, including that
provided by DEVELOPER's engineers, and determined that such public improvement
qualifies for joint CITY-DEVELOPER participation; and
WHEREAS, both parties agree as to the nature and proportion of joint participation as
further recited herein and as may be reqwred in accordance with section 212.071 et seq
and Chapter 252 Texas Local Government Code;
NOW, THEREFORE, for and in consideration of the recitations above and the promises
and covenants herein expressed, the patties hereby agree as follows:
I.
DEFINITIONS
1.1 Approved Plans means the plans and specifications that meet the requirements of
this Participation Agreement, the City of College Station Codes and Ordjnances and any
other applicable laws and that have been submitted to, reviewed and approved by the City
of College Station Development Services Department, the City Engineer.
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1.2 CITY or College Station means the City of College Station, a Texas home rule
municipal corporation located at 110 1 Texas Avenue, College Station, Texas 77840.
1.3 DEVELOPER means BCS Development Company, a Texas corporation whose
principal office is located at 4090 State Hwy 6 South, College Station, Texas 77845.
1.4 Effective Date. The date on which this Agreement is signed by the last party
whose signing makes the Agreement fu lly executed.
1.5 Final Completion. The term "Final Completion" means that all the work on the
Project has been completed, a written guarantee of performance for a one year
maintenance period bas been provided, all final punch list items have been inspected and
satisfactorily completed, all payments to materialmen and subcontractors have been
made, all documentation, and all closeout documents have been executed and approved
by the DEVELOPER as required, all Letters of Completion and other CITY
documentation have been issued for the Project, all reports have been submitted and
reporting requirements have been met, and DEVELOPER has fully performed any other
requirements contained herein.
1.6 Letter of Completion: A Jetter issued by the City Engineer stating that the
construction of public improvements conforms to the plans, specifications and standards
contained in or referred to in the CITY OF COLLEGE STATTON UN1F1ED DEVELOPMENT
ORDINANCE.
1.7 Property means Sonoma Subdivision, Phase 3, College Station, Brazos County,
Texas and as further described in Exhibit A attached hereto and incorporated herein
made a part hereo£
1.8 Project means the construction of the water improvements as detailed in Exhibit
B attached hereto and incorporated herein by reference.
IT.
CITY COST PARTJCIATION
2.1 Agree to Participate. CITY agrees to cost participate in the Project in the
maximum amount estimated as set forth in Exhibit C, which is attached hereto and
incorporated herein by reference. ClTY'S actual rate of participation will be based upon
the final actual cost of the Project as reflected by the breakdown of costs required
pursuant to th1s Agreement but in no event shall exceed the maximum amount estimated
in Exhibit C.
2.2 Public Bidding. The total estimated cost of the Project is as set forth in Exhibit
C. If CJTY's cost participation exceeds 30% of the total cost of the Project or is located
within the extraterritorial jurisdiction of the CITY, then the Project must be competitively
bid pursuant to Chapter 252 Texas Local Government Code, as amended. If CITY
part icipation exceeds 30% of the total cost of the Project, CITY shall be responsible for
2
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advertising and obtaining bids or negotiating proposals for the construction of the Proj ect.
DEVELOPER shall pay for all costs associated with advertising, pri nting, and
distributing plans and specificati ons fo r the Project.
If CJTY's cost participation is 30% or less of the total cost of th e Project and is
located within the boundaries of the CITY, the Project need not be competitively bid.
2.3 Cost of Project. DEVELOPER's engineer's detail ed cost estimate of the Project
is attached hereto and incorporated herein as Exhibit C.
2.4 Application for Payment. Application for payment by the DEVELOPER to the
CITY for payment to the DEVELOPER pursuant to the terms of this Agreement must
include the following in a form acceptable to CITY:
(1) Final Completion of the Project in accordance with the Approved
Plans;
(2) issuance of all Letters of Completion relating to the Project;
(3) DEVELOPER's compliance with all CITY Codes, Ordinances and
standards relating to the Project, the Property and its subdivision and
development;
( 4) dedication of the land for the right-of-way either by plat or by deed
(5)
(6)
CITY;
relating to the Project;
a current title report as of the date of such land dedication and
updated within sixty ( 60) days of the date of this Agreement;
lien releases or subordinations from all lenders as required by
(7) Proof that all guarantees of performance and payment as set forth
in this Agreement have been met, including all bond requirements when
app licable; and
(8) A breakdown of actual costs of the Project with suppo1iing
documentation, including all payment receipts.
2.5 City Participation Payment. DEVELOPER shall submit the written application
for CITY participation payment within thirty (3 0) days after issuance of all Letters of
Completion relating to the Project or DEVELOPER shall be ineligibl.e to receive the
CI.TY participation payment specified in thi s Agreement and CITY's obligation ~o cost
participate shall terminate without any liability. Applications may not be submitted prior
to Final Completion. CITY will pay its participation funds in one payment within thirty
(30) days after receipt of a complete ·written application for participation payment from
DEVELOPER.
2.6 Reports, books and other records. DEVELOPER shall make its books and
other records related to the project avail ab le for inspection by CITY. DEVELOPER shall
submit to CITY any and all information or reports requested to verify the expenditures
submitted for CITY pa1iicipation eligibi li ty including but not limited to bid documents,
payment applications, including any supporting information, cancelled checks copies of
3
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construction and engineering documents, as determined by th e City Engineer in his sole
discretion, for the verification of the cost of the Project detailed in Exhibit B and C of
this Agreement. The submission of these reports and information shall be the
responsibiljty of DEVELOPER and shall be certified by DEVELOPER's Licensed
Professional Engineer at DEVELOPER's expense and signed by an authorized official of
the entity.
Ill.
GOVERNMENT AL IMMUNITY, INDEMNIFICATION AND RELEASE
CITY is a political subdivision of the state and enjoys governmental immunity. By
entering into this Agreement, CITY does not consent to suit, waive its governmental
immunity, or the limitations as to damages under the Texas Tort Claims Act.
DEVELOPER agrees to and shall indemnify, hold harmless, and defend CITY and
its officers, agents, and employees from and against any and. all claims, losses,
damages, causes of action, suits, and liability of every kind, including all expenses of
litigation, court costs, expert fees and attorney's fees, for injury to or death of any
person, or for damage to any property, or for breach of contract, arising out of or in
connection with the work done by DEVELOPER under this Agreement, regardless
of whether such injuries, death, damages or breach are caused in whole or in part
by the negligence of CITY, any other party indemnified hereunder, or the
DEVELOPER.
DEVELOPER shall indemnify and bold CITY harmless from any claims of
suppliers or subcontractors of DEVELOPER for impro emcnts constructed or
caused to be constructed by DEVELOPER.
DEVELOPER shall indemnify and hold CITY harmless from any and all injuries to
or claims of adjacent property developers resulting from or relating to their
performance under this Agreement.
DEVELOPER assumes fuJI responsibility for the work to be performed hereunder,
and releases, relinquishes and discharges CITY, its officers, agents and employees,
from all claims, demands, and. causes of action of every kind and character,
including the cost of defense therefore, for any injury to or death of any persons and
any loss of or damage to any property that is caused by, alleged to be caused by,
arising out of, or in connection with, DEVELOPER's work to be performed
hereunder. This release shall apply whether or not said claims, demands, and causes
or action are covered in whole or in part by insurance and regardless of whether or
not said claims, demands, and causes of action were caused in whole or in part by
the negligence of CITY, any other party released hereunder, or DEVELOPER.
4
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IV.
PROJECT AND CONSTRUCTION
4.1 Right to Inspect the Work. CITY may inspect the improvements for
compliance with the Approved Plans during construction. In the event that it is
determined by CITY that any of the work or materials furnished is not in strict
accordance with the Approved Plans, CITY may withhold funds untiJ the nonconfom1ing
work conforms to the Approved Plans or terminate this Agreement at CITY's election
without any' further liability.
4.2 Independent Contractor. DEVELOPER shall be solely responsible for
selecting, supervising, and paying the construction contractor(s) or subcontractors and for
complying with all applicable laws, including but not limited to all requirements
concerning workers compensation and construction retainage.
The parties to this Agreement agree and understand that all employees,
volunteers, personnel and materials furnished or used by DEVELOPER in the installation
of the specified improvements shall be the responsibility of DEVELOPER and shall not
be deemed employees or agents of CITY for any purpose.
4.3 Payment for materials and labor. DEVELOPER shall be solely and exclusively
responsible for compensating any of its contractors, employees, subcontractors,
materialmen and/or suppliers of any type or nature wh(!tsoever and insuring tbat no
claims or liens of any type will be filed again t any property owned by CITY arising out
of or incidental to the performance of any service performed pursuant to this Agreement.
In the event a statutory li en notice is sent to CITY, DEVELOPER shall, where no
payment bond covers the work, upon written notice from the CITY, immediately obtain a
bond at its expense and hold CITY harmless from any losses that may result from the
filing or enforcement of any said lien notice.
4.4 Affidavit of bills paid. Prior to the issuance of a Letter of Completion of the
improvements, DEVELOPER shall provide CTTY a notari zed affidavit stating that all
bills for labor, materials, and incidentals incurred have been paid in full, that any claims
· from manufacturers mater:ialmen and subcontractors have been released, and that there
are no claims pending of which DEVELOPER has been notified. Such affidavit shall be
in a form as substantially set forth in Exhibit D whkb is attached hereto and incorporated
by reference.
4.5 Requirements of Applicable rules remain. This Agreement does not alter,
amend modify or replace any other requirements contained in the Code of Ordinances,
Unified Development Code, or other applicable law.
5
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v.
GUARANTEE OF PERFORMANCE AND PAYMENT
5.1 Bonding Requirements of Developer. Where CITY participation is 30% or less
of the total value of the Project, DEVELOPER shall execute a performance bond to
ensure construction of the Project and shall ensure that its contractor performing the
Project executes a payment bond to ensure payment to subcontractors, if any. The bonds
must be executed by a corporate surety in accordance with CHAPTER 2253, TE?CAS
GOVERNMENT CODE. The bonds shall be in the total amount of the contract price as
approved by CITY.
5.2 Bonding Requirements of City. Where CITY participation is greater than 30%
of the total value of the Project or when the Project is located within the extraterritorial
jurisdiction of the CITY, the CITY shall ensure that the prime contractor of the Project
execute to the CITY a performance bond ancl/or a payment bond as may be required
pursuant to chapter 2253 Texas Government Code.
VI.
GENERAL PROVISIONS
6. l Amendments. No amendment to this Agreement shall be effective and binding
unles and until it is reduced to writing and signed by duly authorized representatives of
both parties.
6.2 Choice of law and Venue. This Agreement has been made under and shall be
governed by the laws of the State of Texas. Performance and aU matters related thereto
shall be in Brazos County, Texas, United States of America.
6.3 Authority to enter into Agreement. Each party represents that it has the full
power and authority to enter into and perform this Agreement. The person executing thi s
Agreement on behalf of each party has been properly authorized and empowered to enter
into this Agreement. The person executing this AgTeement on behalf of DEVELOPER
represents that he or she is authorized to sign on behalf of DEVELOPER and agrees to
provide proof of such authorization to the CITY upon request.
6.4 Agreement read. The parties acknowledge that they have read, understand and
intend to be bound by the tenns and conditions of this Agreement.
6.5 Notice. All notices and documents required herein shall be sent and provided to
the parties at the addresses and telephone numbers listed below:
BCSDEVELOPMENTCOMPANY
RANDY FRENCH -PRESIDENT
4090 STATE HWY 6 SOUTH
COLLEGE STATION, TX 77845
6
City of College Station
City Engineer
P.O. Box 9960
College Station, TX 77842
U:\Ordinance onom.a PH 3 OP\To Co1mcil\ onoma PH J Waterline Over.;i7,e Participation Request\OP
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With copies to:
City Attorney and City Manager
1101 Texas Avenue ·
College Station, TX 77842
All notices and documents shall be deemed received when mailed with sufficient postage
and deposited in a regular mailbox of the United States Post Office. The parties may
change addresses upon thirty (30) days' written notice sent certified mail, return receipt
requested.
6.6 Assignment. This Agreement and the rights and obligations contained herein
may not be assigned by DEVELOPER without the prior written approval of the CITY.
6.7 Default. In the event of a breach of this Agreement by DEVELOPER, CITY may
terminate this Agreement and exercise any and all legal remedies available to it.
Executed this Qletr'Jiay of----T-,f-f~ ..... ~-'-"'-""'-'--'-1~-+------' 20~ Q.
List of Exhibits:
A A description of the Property
B A description of the Project
C er's estimate of the costs of the Project
D it of All Bills Paid form
BY:--.-=-~=--=--.!~-=--=-~~~~
Printed Name: ~)if~
Title: ~Pfilt
7
CITY OF COLLEGE ST A TION
Mayor
ATIEST ~
~
City Secretary
U:\Ordinance\Sonoma PH 3 OP\To Council\Sonoma PH 3 Waterline Oversize Participation Request\OP
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THE ST A TE OF TEXAS
COUNTY OF BRAZOS
)
)
)
APPROVED:
~~ zzuo
CitYanage~
~ 11Mrmafrv... ityAttomey
ACKNOWLEDGMENT
Before me, the undersigned authority, on this day per~onally appeared RANDY
FRENCH as PRESIDENT of BCS DEVELOPMENT COMPANY, a Texas limited
liability company, known to me to be the-person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he executed the same for the
purposes.and consideration therein expressed.
Given under my hand and seal of office on this theJB"day of Noverrt\.bt\..-, 2oo!J .
...... ~~~-~·~t~''"-:. EDNA S. ALFORD ,~*· _,,, P bl. S fT s f•:· . ·-.~~ Notary u 1c. tate o . ex~
?, :. ·'~~ My Commission Expires •{;;di'~~:,< August 14, 2013 ''''""''
8
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THE STA TE OF TEXAS
COUNTY OF BRAZOS
)
)
)
ACKNOWLEDGMENT
./?:tn !:}J;;n;' the undersigned authority, on this day personally appeared
as Mayor of the City of Coll ege Station, a Texas home-rule municipal
cotporation, 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 putposes and
consideration therein expressed.
Given under my hand and seal of office on this the 2'.Jt.y ~ ,
20~_J}_.
e TANYA MCNUTT
Notary Public, Stitt ol TPAI ~ eommilllO" Eicplret
FEBRUARY 14,2014
9
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SONOMA SUBDIVISION
OFFSITE 24" WATERLINE ESTIMATE FOR OVERSIZE PARTICIPATION
Item
No.
1.00
1.01
1.02
1.03
1.04
1.05
1.06
1.07
1.08
2.00
2.01
2.02
3.00
3.0l
November 23, 2009
MBESINO. 10530005
Description Estimated Quantity Estimated
Unit Cost
WATER LINE IMPROVEMENTS
Mobillzntlon nnd Stormwater Pollullon Prevention Plan (includes 1.00 LS $3,500.00
Installation and maintenance of erosion control structures
throughout the entire project)
24" ANSI/A WW A Cl51/A21.5; CL 200 DIP Wuter Line (I ncludes 1,577 LJ7 $85.00
lnslllllntlon, testing, and clean-up)
36" Steel Encasement (3/8" thick), Str. Backflll 56 LF $250.00
24" BuUerfly Valvo 1 BA $6,000.00
24"x45 deg Bend 4 EA $2,025.00
24"xll.25 deg Bend 2 IlA $2,025.00
6" Blow-off Assembly BA $3,000.00
Connect to Existing Water Line. BA ·$1,000,00
Subtotal Item 1.00:
MISCELLANEOUS
Slit Fence 1,557 LF $3~00
Hydro Seeding with Fiber Mulch 2,595 SY $0.75
Subtotal Item 2.00:
BONDING
:Pcrfonnance Bond ( 1 % of construction cost) 1 EA $8,647.50
Subtotal Item 2.00:
PnomcT COST:
Estimnted Total
Cost
$3,500.00
$134,045.00
$14,000.00
$6,000.00
$8,100.00
$4,050.00
$3,000.00
$1,000.00
$1731695.00
$4,671.00
$lz246.25
$61617.25
$81647.50
$8,647.50
$188,959.75
The above construction estlrnato ls based on tho engineer's opinion of probable co!lStructlon costs. This c.!!Umate constitutes our best
judgment al this time. Please note that the engineer does not have any control over contractor or supplier workloads and the degree
to which lnfladon may affect project costs between now 1111d tho bid dale. During design and construction, additional features mny
become apparent a.s the work progresses, whlch will result In an increase or decrease In cost.
McCLURE & BROWNE ENGINEERING/SURVEYING, INC . .
1008 Woodcreek Dr., SuUe 103 ·College Slallon, Tx. 77846 · (979) 693-3838 Engineer Reg. Ho. F-'156
1314 10th Street, Sulle 210 ·Huntsville, Tx. 77320 · (936) 294-9749 survey Reg. No.101033-00
November 23; 2009
Mr. Josh Norton, P.E.
As-siSfant CltY'En91neier
City of College Station
Post Office Box 9960
College Station, Texas· 77842
Re: Sonoma Subdivision, Phase 3 -Oversize Participation Request
Dear Josh:
On behalf of the owner, BCS Development Co., I wish to request Oversize
Participation by the City of College Station for costs associated with the development·of
Sonoma Subdivision, Phase 3. The City's Master Utillty Plan shows a 24" water line to
be extended along the east side of William D. Fitch Parkway. This letter is to request
oversize participation from the City for the cost difference between the 24" water line and
an 8" water line which would normally be required for this development.
Accompanying this Jetter are two exhibits. Exhibit A is a copy of the output file
from a KYPIPE computer model of the Sonoma S.ubdlvislon including ·an 8" water line
(Pipe No. 19) along William D. Fitch Parkway to serve Lot 1, Block 9. This model shows
that the lowest pressure In the system with the a• Is 64 psi under fire flow conditions
(hydrant located @ Lot 1, Block 9). This exceeds the minimum pressure of 20 psi
required by TCEQ. This proves that the systetn performs adequately with the 8" line.
Exhibit B Is a series of estimates that shows the cost differential between the 24"
and the 8" water line. That difference is $147,614.50. This number ls value of the
oversize participation the owner is requesting from the City. Additionally, the following
Items are attached as required for the oversize participation request:
• Copy of Corporate Resolution
• Copy of Preliminary Plat
• Copy of Title Policy
If you need additional Information, please contact me at your convenience.
xc: Mr. Randy French, BCS Development Co.
attachments
F:\1053-Randy Frenchl<l015 ·Sonoma Phase 3\0ocs\OP rsquea"COCS • Norton01 ·OP Request.doc
McCLURE & BROWNE ENGINEERING/SURVEYING, INC.
1008 Woodcreek Pr., Suite 103 · CoUege Station, Tx. 77845 · (979) 693-3838
131410\h Street, Suite 210 ·Huntsville, TX. 77320 · (936) 294-9749
EXHIBIT A
F:\1053. Randy French\0015 ·Sonoma Phase 3\Doca\OP requeal\COCS • NortonOI ·OP Requaoldoo
Engineer Reg, No. F-458
survey Reg. No. 101033.QO
FIRE FLOWS
w/ 8" Water Line Along
William D. Fitch Pkwy. . . .. . .. . . K Y .P 1.1:' E 4. ~ ..... _. ..
Pip• Nelwork Modeling Soll.,ore
C opyrlghtcd by KYPIPE LLC
Version 4 -April 2006
Dole & Time: Mon Nov 23 12:02:.16 2009
INPUT DATA FILENAME --------------C:\KYPIPE\Sonomo\6-ln-flr.DT2
TABUl.ATED OUTPUT FILENAME --------C:\KYPIPE\Sonoma\6-ln-llr.OT2
POSTPROCESSOR RESULTS FILENAME ---C:\KYPIPE\So11on10\B-ln-llr.RS2
...............................................................
S U MMARY Of ORI G INAL OA T A ............. ,, .......................................... .
U N IT S SPECIFIED
FLOWRATE •..•........ " 9ollon•/mlnulo
HEAD (HGL) .......... " loot
PRESSURE ............ " p•lg
PIPE LI N E 0 A I A
STATUS CODE: XX -CLOS ED PIPE CV -CHECK VALVE
P I P £ N /I M C
NODE NAMES LENGTH (fl) DIAMET£R
(In)
ROUGHNESS MINOR #1 82 COEFF. LOSS COEff.
P-1 J-19 J-1 627.77 18.00 130,0000 1.21 P-2 J-3 .J-2 316.70 O.DO 140.0000 0.57
P-J J-J J-1 341.Jl 0.00 140.0000 0.17
P-4 J-4 J-6 JI0.21 8.00 140.0000 0.17 P-5 J-5 J-17 320.69 6,00 140.0000 0.17 P-6 J-5 J-8 426.00 6.00 140.0000 1.H
P-7 J-6 J-13 306.52 8.00 140.0000 0.17
P-6 J-7 J-9 170.45 8.00 140.0000 0.00
P-9 J-7 J-8 510.4) 6.00 140.0000 14.30
P-10 J-8 J-6 274.68 6,00 140.0000 0.57
P-11 J-9 J-5 197.72 8.00 140.0000 0.00
P-12 J-9 J-10 176.73 8.00 140.0000 o.oo
P-13 J-11 J-7 384.71 B.00 140.0000 0.17 P-14 J-11 J-12 324.67 J.00 140,0000 0.17
P-15 J-13 J~11 544.82 a.on 140.0000 1.H
P-16 J-IJ J-15 219.27 6.00 140.0000 1.44
P-17 J-1~ J-14 4:.DJ 6.00 140.0000 0.00
P-18 J-15 J-18 450.00 3.00 140.0000 0.17
P-19 J-10 J-18 1577.00 8.00 140,0000 0.00 P-20 J-1 J-J 229.45 8.00 140.0000 0.57 P-21 J-17 J-4 661.112 6.00 140.0000 1.84
P-22 ,J-19 J-10 1199.46 2~.00 130.0000 14.00
P-2.1 VP-2 J-19 4J.47 18.00 130.0000 o.oo
P U M P/L 0 S S ELEM EN 0 AT A
THERE IS A DEVICE AT NOOE VP-2 DESCRIBED BY THE FOLLOWING DAT A: (10-I)
HEAO FLOWRATE EFFICIENCY
(It) (gpm) (:<)
169,23 0,00 75.00
1M .62 1350.00 75.00
172.57 2700.00 75.00
N 0 D ·E O Ii T A
NODE NODE EXTERNAL JUNCTION EXTERNAL
NAME TITLE DEMAND ELEVATION GRAD[ ~pm) ~Q (R) . ----------------------·...&. ..... _ ·-_ _,_:..,. _____ ·:._ _____ -·-_;: ____ _::.. ___ _: __ -------
J-1 1.50 327.00
J-2 10.50 328.00
J-3 18.00 J09.00
J-o\ J0.75 319.00
J-5 19.50 J28.00
J-6 15.75 Jl5.QO
J-7 21.00 316.00
J-8 2VS 321.00
J-9 4.50 320.00
J-lQ 0.00 319.00
J-11 29.25 307.00
J-12 9.00 303.00
J-13 2J.25 J12.0D
J-1 ~ D.00 309.00
J-15 8.00 309.00
J-16 6.00 305.00
J-17 27.75 333.00
J-18 1510.00 319.0D
J-19 0.00 0.00
VP-2 340.0D 3~0.00
OUTPUT OPT I ON DATA
OUTPUT SELECTION: ALL RESUL1S ARE INCLUDED IN THE TABULATED OUTPUT
MAXIMUM AHO fJINIMUM PRESSURES 5
MAXIMUM ANO MINIMUM VELOCITIES 5
MAXIMUM AND MINIMUM HEAD LOSS/1000 ~ 5
SYSTEM
NUMBER
NUMBER
NUMBER
Nlll.CB Ell
NUMBER
Cose: 0
CO N F I GURATIO N
OF PIPES ................... (p) •
OF END NODES ............... ())
OF PRIMARY LOOPS ........... !I) ~
OF SUPPLY ~ODES ............ f) a or SUPPLY ZONES ............ z) -
23
19
o\
1
1
RESULTS OBTAINED AFTER 8 TRIALS: Al:CURACY ~ 0,00000
S I M U L A T I 0 N D E S C R I P ·T I 0 N (L A B E L)
PIPELINE RESULTS
STATUS CODE: XX -CLOSED PIPE CV -CHECK VALVE
P I P E
N A fJ E
NODE NUMBERS fl 62 fLOWRATE
(gpm)
HEAD MINOR LINE HL+ML/ Hl/
LOSS LOSS VELO. 1000 I ODO
(It) (fl) (lt/u) (fl/fl) (It/fl)
-------------
P-1 J-19 J-1 198.70 O.Dl 0.00 0.25 0.02 O.D2
P-2 J-J J-2 I0.50 0.00 0.00 0.07 0.00 0.00
P-3 J-3 J-~ 158.70 0.20 0.00 1.08 0.60 0.59 p ... 4 J-4 J-8 101.66 0.07 0.00 0,65 0.24 0.2J
f-5 J-17 J-5 8.34 0.00 o.oo 0.09 0.01 0.01
P-6 J-5 J-8 1.59 0.00 O.OD 0.02 0.00 D.00
P-7 J-8 J-\J 57.18 0.02 0.00 0.36 0.08 D.08
P-8 J-9 J-7 Ji.55 o.oo 0.00 0.20 0.0J O.OJ
P-9 J-8 J-7 5.77 0.00 0.00 0.07 0.01 0.00
P-10 J-6 J-6 26.92 O.OJ 0.00 O.JJ 0.09 0.09
P-11 J-9 J-5 12.75 0.00 0.00 0.08 0.00 0.00
P-12 J-10 J-9 40.80 0.01 0.00 0.31 0.06 0.06
P-IJ .1-7 J-11 16.32 0.00 0.00 0.10 0.01 0.01
P-14 J-11 J-12 Q.00 0.10 0.00 0.41 D.31 0.31
P-15 J--13 J-f l 21.93 0.01 o.oci 0.14 0.01 0.01
f'-16 J-13 J-15 12.00 o.oo 0.00 0.08 0.01 0.00
P-17 J-15 J-14 0.00 0.00 0.00 0.00 o.oo 0.00
P-18 J-15 J-16 6.00 0.07 o.oo 0.27 0.15 0.15
P-19 J-10 J-18 1510.00 53.67 0.00 9,64 34.16 34.16
P-20 J-1 J-3 197.20 0.18 0.0 I 1.2G 0.85 0.79
. P~21 J-4· J-17 36:00 ··0.09 ·o:oo 0:41 ·· o. r4 o;T-1
P-22 J-19 J-10 1556,80 0.24 0.27 1.11 0.H 0.20
P-23 VP-2 J-19 1757.50 0.04 0.00 2.22 1.00 1.00
P U M P/L 0 S S E LEMEN T RESU L T S
INLET OUTLET
NPSH
NAME flOWRATE HEAD HEAD
AY'111.
(gpm) (fl) (rt)
VP-2 1757.50 0.00 181.71
33.2
NODE RESULTS
M AX
p
NODE
NAME
J-1
J-2
J-J
J-4
J-5
J-6
J-7
J-8
J-9
J-10
J-11
J-12
J-13
J-14
J-15
J-16
J-17
J-18
J-19
VP-2
NODE
TITLE
EXTERNAL
OBIANO
(gpm)
1.50
10.50
18.00
30.75
19.50
15.75
21.00
24.76
4.50
0.00
29.25
A.00
23.25
0.00
6.00
G.00
27.75
1510.00
0.00
I M U M A N 0 MINIMUM
R E S S U R
JUNCTION MAXIMUM
NUMBER PRESSURES
(pol) ---------------------J-12 9H9
J-16 93.64
J-11 92.80
J-3 02.06
J-14 91.03
V E L O C I T E S
PIPE MAXIMUM
NUMBER VHOCITY
(fl/•) ----------------------P-19 9.64
P-23 2.22
P-20 1.26
P\JMP EfflC-USEFUL INCRO.HL TOTAL #PUMPS #PUMPS
HEAD ENCY POWER COST r:osr PARALLEL S(RIES
(fl) (X) (Hp} ($) ($) (II}
181.7
HYDRA! II.IC NOOE PRESSURE NODE
GHADE ELEVATION HEAD PRESSURE (fl}. (fl) (11) (p•!)
521.65 327.00 194.65 84.35
521.45 328.00 193.45 83.63
521.45 309.00 212.45 92.06
521 .25 319.00 202.25 87.64
521.15 326.00 195.15 84.57
521.18 315.00 206.1 8 89.34
521.15 316.00 205.15 88.90
521. 15 321.00 200.15 06.73
521.15 320.00 201.15 67.17
521.16 319.00 202.16 87.60
521.14 307.00 214.H 92.00
521.04 303.00 218.04 9U9
521.15 312.00 209.15 90.63
521.15 309.00 212.15 91.93
~21.15 309.00 212.15 91.93
521.09 305.00 216.09 93.64
521.15 333.ao· 188.15 61.53
467.29 . 319.00 140.29 64.26 ~ LOW PRESSURE
521.66
521.71 340.00 181.71 78.71
VA LU ES
JUNCTION MINIMUM
NUMBrn PRESSURES
(psi) ---------------------J-18 64.26
VP-2 78,H
J-17 Bl .SJ
J-2 83.BJ
J-1 84.35
PIPE MINIMUM
NUMBER VELOCITY
(Ith) ---------------------P-6 0.02
P-9 0.07
P-2 0.07
P-22 1.11 P-16 0.08
P-3 1.0B P-11 0.08
ft L + M L I cl 0 0
PIPE MAXIMUM PIPE MINIMUM NUMBER HL+ML/1000 NUMBER Hl+ML/1000
(fl/It) (fl/ft) ------------------------------------------P-19 ·J·4: 16 P~G ·o~oo P-23 1.00 P-2 0.00 P-20 0.8~ P-11 0.00 P-J 0.60 P-16 0.01 P-22 0.H P-9 0.01
H L I I 0 0 0
PIPE MAXIMUM PIPE MINIM@
NUMBER HL/1000 NUMBER HL/1000
(fl/ft) (fl/fl) ------------------------------------------r-19 3<.16 P-6 0.00 P-23 1.00 P-2 0.00 P-20 0.79 P-16 0.00 P-J 0,59 P-9 0.00 P-14 0.31 P-11 0,00
SUMMARY OF I NFLOWS AND OUTFLOWS
( +) INFLOWS INTO THE SYSTEM FROM SUPPLY NODES (-) oumows FROM THE SYSTEIJ INTO SUPPLY NODES
NOOE
NAME
fLOWRATE
(gpm)
NET SYSTEM INFLOW ~
NET SYSTEM OUTFLOW ~
NET SYSTEM DEMAND -
1757.50
1757.50
0.00
1757.50
NOOE
TITLE
.,.,. HYDRAULIC ANALYSIS COMPLETED ""'
-McCLURE & BROWNE ENGINEERING/SURVEYING, INC.
1008 Woodcreek Dr., Sulle 103 · College SteUon, TX. nB45 · (979) 693-3838
131410th Street, Suite 210 ·Huntsville, Tx. 77320 · (936)294-9749
EXHIBITB
F:\1083 -Randy Fninch\0015 ·Sonoma Phaae 3\Docs\DP raQuoal\COCS • Nortono1 ·OP Requealdoo
EnglflflllrRog. No. F-468
Survey Reg. No. 101033--00
SONOMA, PHASE 3
MDESl l'ROJ #1 10530015
Engineer's Estimate of Construction Costs
November 23, 2009
Item# I Dcsoriptioo Unit Quontity Unit Price
Siie Pre arotlnn
·I · · C\carin ond GnJbbin xo:
Sito Pie a111tlon Subtotal
Pnvlng Construction
·2 ll&rthwork for Street Corulruclion (+/-5,280 CY BxcaHtlon/Einbankmcnt)
!flt.em Includes topsoil strloolnir ond roolaccmenl in ROW and cosomenl.!) L.S. 1 31,000.00
3 6' Limo Stabmud Subwado (6% by woight) S.Y. 11395 4.00
4 6' Crushed Limestone Daso S.Y. 7495 9.00
5 8' Cru.!hed Llmoston• Dnso S.Y. I 009 12,00
6 l" HMAC Surfuco Courso (Including prlmo cont) S.Y. 8 504 9.51
7 Concroto CUrb ond Gutter (al\ types) L.F. 5,353 10,5(
8 'Reinforced Concroto Pavement S.Y, 344 40.00
9 • Roloforced Concrete Sidowallc S.F. 10 566 4.00
10 6' PVC Conduit LF -100 12.00
II Colored Sidewalk Rllmo• BACH 8 750.00
Pavin• Subtotal
ra naue sys om D I s t c onstruc ti OD
12 18' RCP l'IPO. (ASTM C-76 CL ill) (Structu~I Backfill) L.F. 82 53.00
13 18' HDPB Pinc. (ADS N-12 or aooroved ecuel w/wntcr-ditlit iolnts) L.F. 116 38,00
14 124' RCP PIP4. (AS'J'M 0-76 CL ill\ (Struotural Bocldlll). L.F. 292 60.00
IS 124' HDPB PIPo. (ADS N-12 or oooroved e<tual w/water-tlaht joints) LJI. 25 40.00
16 30' HDPB Ploc (ADS N-12 or IDPIOYed eoual w/watcr-li•htjainl.!) L.F. ·41 SO.DC
17 48' RCP pJpo (ASTM C-76 CL Ill) (Struotural Backfill) L.P. 213 175.00
18 18' HDPE 4: 1 Sloped Headwall BACH I 1 000.00
19 30' RCP 4; l Sloocd Hcadwall BACH 1 1,500.00
20 48' RCP 4: l Sloped Headwall BACH l l 800,00
21 CUlllllruct TOP ofBxlstlng Inlet BACH 4 750.0C
22 Standl!Td IO' ReWISed Inlet l!ACH 2 3,250.0C
23 ~blndard S' IW:c.ssed lnlct Il.ACH 5 2,750,0C
24 Stonaard Jwiction Dox BACH 1 2 500.0C
25 Rock RiP-RAP Channol Lining, on Filter Fabrlo S.Y. Ill 75.00
Dra!nOJ?o System Subtotal wt s t c R er 1ys em ons 1·uct on
26 24' ANSI/A WW A Cl51/A21.S, CL200 DIP Wator LlnolNon-Str. Bacldilll L.F. I 517 85.00 -27 8'. PVC C909 Cl 200 Water Lino, Non-Str. Backfill L.F. 744 14.00
28 8' PVC C909 Cl 200 Water Lino, Str, Baokiill L.P. 880 35.01
29 6' PVC, C909 Cl 200 Wator Linc, Non-Str. Back!lll L.P. 478 18.00
30 6' PVC C909 Cl 200 Wetor Lino Str. Dacldll/ L.F. 68 25,0C
30 4' PVC C909 Cl 200 Wotor Lino, Non-Sit. Bccldlll J.,)1, 641 14.0C
31 36' Stcol Casing (Includes spnoera and struct11r11l bookfill) L.F. 6C 250.00
32 Fire H drant Amrobly IJACfJ 3 3,JS0.00
33 ~4'x4S dca Bend BACH 4 2,025.00
34 r.14"xl 1.25 doa Bend BAC.ll 2 2025.00
35 if' RuHerJlv Volvo BACH 1 6000.00
36 6' Blow--0ft'Valvo EACH I 3,000,00
37 8"x8'MJ. Teo BACH 2 450.00
38 "'x6' M.J, Tt<I BACH 2 450.00
39 B" MJ. Gato Valvo BACH 6 900.00 ··-40 8"x24' M.J. Anohor Couolln2 BACH 9 17S.OO
41 8•x4S dc2. Bond BACH 18 400.00
42 8'x4 • Rtducor BACH I 350.00
43 6'x4" Reduoer BACH I 350.00
1 of2
Total
$14 600
$31,000
$4S 580
$67 455
$12,108
$80 788
$56 207
$13 760
$42,264
$1,200
$6,000
$356 362
$4 346
$4 408
$17 520
$,l 000
$2 050
$37 275
$1,000
SJ SOO
$10 800
$3 000
$6,500
$13 750
$2,500
$8,775
$114 424
$134,045
$10,416
$30 800
$8 604
$1700
$8,974
SIS 000
$9,450
$8,100
$4,050
$6000
$3,000
$900
$900
$5 400
$1 S7S
$7200
$350
$350
ltell\R
44
4S
46
47
48
49
50
SI
52
53
54
5S
56
51
58
59
60
61
62
63
64
65
66
67
68
69
70
71
71
73
74
SONOMA, PHASE 3
MDESI PROJ U: 10530015
Engineer's Estirna te of Construction Costs
November 23, 2009
Duufnllon Uoll Quantity UnJLPnco
'M,J, GQto Valvo EACH 2 800.00 ·-"X45cleeljmd ·-··-· .. .. .. . . ··RAOH-· ·4 . ·350:0(
"xl4" M.J, AnomrCouollna BACH 2 250.00
"X45 doR Bend EACH s 150.00
"xl 1.25 doa Dcnd BACH 2 IS0.00
2" Blow O.ll'Valvo Asscmblv BACH 3 950.0C
Connect to Ex. Water Lino . EACH 4 500.00
Water Servloo 1.5' tvoo K Copp or short side(:< 20') EACH 16 800.00
WolDr Service, I' tYDo K Conno.r short side(< 20') BACH 6 SS0.00
Wator SCNlce 1.5'' typo K Copper long slda (> 20~ BACH 17 J 600.00
IWotor Sttvice I' tvno K Collaer looulde (> 20'\ BACH 4 1400.00
Walor Svstcm Subtotal
s S I C ewer •YI cm ti oos rue on ·
6' PVC D-3034 SDR 26 L.F. 965 7.00
Sir. Bacldlll (8'-10' Doplh) L.P. 391 33,()(
!Noll.Sir. Baclcflll (S'-8' Dopth) L.F. soo 14.25
Non-Str. Bacldlll (8'-10' Donth\ L.F. 74 16.'25
Sbmdard 4' Diam. Manhol~ 0·6 ft. dc<1P BACH 5 2000.0C
Standard~ Dlom. Mmholo, 0-6 ft. doo2 BACH I 2,500.0C
Connect to Ex, Sewer Lino EACH 2 750.0C
Ilxtra Deoth I> 6'). 4' Dinm. Manhole V.P. JO 215.0C
Bxtra Depth(> 61. S'Diam. Manhole v.ri. 7 300.00
Slx>rt Side 4' Sowor Service(< 20~ BACH 5 400.00
Lon2 Side 4 • So~r S.orviec (>10') BACH 10 1,200.00
Bxtcitd BxiatlnR Sowor Servlco BACH 11 150.00
rrn:nch Safetv I sewer) L.F. 965 1.00
Scwtr SY>l•m Subtotol
El'oslon Control Con&ll'uction
1Ero1ion Control Plan & Sedimentation Control (pcrltem 106) (Includes L.S. l 5,000,0C lmonitorln•. record Jceoolrur. mass sctdlno. nnd oleanuo)
Silt Fem:e ITvno I) L.F. 150 3,00
Silt Ponce lTvoo 2) L.P. I 141 5.0C
Silt Pcnco rrvno 3) L.P. 3 333 3.00
Inlet ~rotoclion L.P. lO 250.00 ---Headwall Protection L.P. l 250,QO
Eolrancc/llxlt L.F. l I 800.0C
Erosion Control Subtotal
Tola!
$1,600 .. .. . $1'400
$SOO
$750
$300
$2 850
$2,000
$12 800
$3,300
$21200
$5,600
$315,1!4
$6,755
$12 903
$7 125
$1.203
$10 000
$2,500
$1 500
$2150
$2 100
$2000
$12 000
$8,150
$965
$70051
$5,000
$4SO
$.5 705
$9 999
$2500
$'2.50
$1 800
$25.704
'Iotsl Conatl'uction Cosij $896,254
Tho abovo construction Ntimato ls based on tho engineer's prollmlnary opinion or probable cOfl!ltructlon c~ts. This 011timoto constthilos our
bost judgment at U1la lime. Flo&M note that the engineer docs not hove riny conttol over conlrnctor or suppl I or workloads and !ho doarco to
Milch Inflation ml\)' dti:ol projeot cosls botwceo now and tho bid d~to. During construction, additlonal footuros moy become apparent u the
work progrcS!os, wblcb will mull In an ln.orouo In cost.
2of2
----~ ·oF ·;.~'''1 ,:?A.,ot>,..*·••"""",:\--115''•i, .:: *".... ·· ... ~ 11 :1 ... \ * /, ii!* l ......... : ..... Y,., ~....................... ERTSON ~
i! JEFFE~Y .. ~:.~g~ ........ , ..... ~ ?.""''\"". 94746 /tr.~ ~~.. ..Cfj ... ,, ,,,o... 0 ... ...., ~ 11 ~· • .,<tceNs~.·"&'$ 1,. ~8. ............ ~~ ,:;-
1,\,\S,[ONf>..L ·::---.: "''''''"'"
SONOMA SUBDIVISION
OFFSITE 8" .WATER LINE ESTIMATE FOR OVERSIZE PARTICIPATION
November 23, 2009
MBESI NO. 10530005
. ltem.
No. nescrliition -· 'ESlimlifed Estimated Quantlty Unit Cost
1.00 WATER LINE IMPROVEMENTS
1.01 Moblllzatlon and Stormwater Pollution Prevcntlon Plan (Includes
installation and maintenance of erosion .control structures
throu&hout llie entire project)
1.02 8" A WWA C909, CL 200 PVC Water Line (Includes Installation,
testing, and clean-up)
1.03 16" Steel Encasement {318" thick), Str, Back!lll
1.04 8" M.J. Gate Valve
I.OS 8"x45 deg Bend
1.06 2" Blow-off Assembly
1 .07 Connect to Existing Water Lino
2.00 MISCELLANEOUS
2.01 Silt Fence
2.02 Hydro Seeding with Fiber Mulch
1.00 LS $3,500.00
1,577 LF $14.00
56 LF $75.00
I BA $1,100.00
6 BA $400.00
BA .$950.00
BA $500.00
Subtotal Item 1.00:
1,557 LF $3.00
2,595 SY ·$0.75
Subtotal Item 2.00:
CONSTRUCTION COST:
Estimafocf'taior
Cost
$3,500.00
$22,078.00
$4,200.00
$1,100.00
$2,400.00
$950.00
$500.00
$34,728.00
$4,671.00
$11946.25
$61617.25
$41,345.25
Tho abovo co~truction estilTlllte ls based on the engineer's opinion of probable construction cosl~. Thls estimate constitutes our best
Judgment al this time. Please note that the engineer does not have any control over contractor 01· supplier workloads and. tho degree
to which lnfiatlon may affect projcot costs between now and the bid date. During design and construction, additionnl features may
become apparent as tho work progresses, which will result h1 an Increase or decrease Jn cost.
Prepared by: ...:Wf.P-..~L..Cl-+i4-'=---===----
Je
SONOMA SUBDIVISION
OFFSITE 24" WATER LINE ESTIMATE FOR OVERSIZE PARTICIPATION
November 23, 2009
MBESJ NO. 10530005
_Jtcm-
No. · Descrlj>ffon Estlmated· &l.iiiititca Quiiiiiify Unit Cost -Estimated Total·· ·
Cost
1.00 WATER LINE IMPROVEMENTS
1.01 Mobilization and StormW11ter Pollution Prevention Plan (Includes
Installation and maintonance of erosion control structures
throughout the entlre pt'Oject)
1.02 24" ANSIJA WW A Cl51/A21.5; CL 200 DIP Water Line (includes
lnstallatlon, testing, and olean-up)
1.03 36" Steel Encasement (3/8" thick), Str. Baokflll
1-04 24" Butterfly Valvo
1.05 24"x45 deg Bend
1.06 24"xll.25 deg Bend
1.07 6" Blow-off Assembly
1.08 Connect to Existing Water Line .
2.00 MISCELLANEOUS
2.01 Slit Fe.nee
2.02 Hydro Seeding with Fiber Muloh
3.00 BONDING
3.01 .Performance Bond (1% of construction cost)
1.00 LS $3,500.00 $3,500.00
1,577 LF $85.00 $134,045.00
56 LP $250,00 $14,000.00
l EA $6,000.00 $6,000.00
4 EA $2,025.00 $8,100.00
2 EA $2,025.00 $4,050.00
BA $3,000.00 $3,000.00
EA $1,000.00 $11000.00
Subtotal Item 1.00: $1731695.00
1,557 LF $3.00 $4,671.00
2,595 SY $0.75 __ __.$_1,~94_6_.2_5
Subtotnl Item 2.00: ____ $6~16_1_7_.2_5
1 EA $8,647.50 __ __.$_8,~64_7_.s_o
Subtotnl Item 2.00: ____ S8~16_4_7_.S_O
PROJECT COST: $188,959.75
The above construction estimate is based on the engineer's opinion ofproboble eolistructlon costs. This estimate constitutes our best
judgment at thl3 time. Please note that the engineer does not have llllY control over contractor or supplier workloads and the degree
to which Inflation may affect project costs between now and the bid date. During design and construction, additional features may
become apparent es the work progresses, which wlJI result in an increase or decrease Jn cost.
THE STATE OF TEXAS
COUNTY OF BRAZOS
AFFIDAVIT OF BILLS PAID
Before me, the undersigned authority, personally appeared
----------------("Affiant"), -----------
of ____________ ("Contractor"), who being first duly sworn, deposed
and state the following:
200 -
"My name is . I am over 18 years of age,
of sound mind, capable of making this affidavit, and personally acquainted
with the facts stated in it, which facts are true and correct.
Pursuant to that certain contract, dated as of
_____ , 200 _ (the "Contract") by and between the City of
College Station, Texas, and ----------------Contractor furnished labor and materials to construct
on the real property known as (more ------------pa rt i cu I ar l y described in the Contract) the "Project".
To the extend that Contractor constructed or contracted for the
construction of such ------------------' Contractor has paid each of its sub-contractors, laborers and materialmen
in full (except for statutory retainage) for all labor and/or materials
provided to Contractor on the Project.
To the best of Affiant's knowledge, Contractor has not received notice of
any claims pending against the Project in connection with the
described in the Contract. -------------
Further, Affiant saith not.
Executed this ___ day of _________ , 200_.
AFFIANT:
Printed Name: --------
SUBSCRIBED AND SWORN TO before me on this __ day of ____ ~
Notary Public, State of Texas