HomeMy WebLinkAbout042359 - General - Contract - Siddiq Construction and Investments and C.C. Zamora Construction, LLCr
CITY SECRETARY c::..a
CONTRACT NO,...;;..Y.a..::~;_.aQ-.-;.J_~---
CONSENT TO ASSIGNMENT OF
PAVEMENT REHABILITATION CONTRACT MEACHAM AIRPORT
(CITY SECRETARY CONTRACT NO. __ _,
This CONSENT TO ASSIGNMENT OF PAVEMENT REHABILITATION
CONTRACT, Meacham Airport Pavement Repairs ("Consent") is made and entered into by
and between the CITY OF FORT WORTH ("City"), a home rule municipality organized
under the laws of the State of Texas; Siddiq Construction and Investments ("Siddiq",
"Original Contractor" or "Assignor"), and C.C. Zamora Construction, LLC ("C.C. Zamora" or
"Assignee").
The following introductory provisions are true and correct and form the basis of this
Consent:
A. On May 9, 2011 , the project forming the basis for the Contract was advertised for bid.
Original Contractor was the only bidder. On June 6, 2011, staff deemed Original Contractor's bid
to be fair and reasonable, including Original Contractor's use of certain subcontractors.
B. On or about July 18, 2011, the City and Original Contractor reached agreement to terms and
conditions on Meacham Airport Pavement Repairs ("Contract"), provided the Original Contractor
met the City's requirements for insurance, bonding, and MWBE, as appropriate. On August 26,
2011, Original Contractor notified City that it was not able to acquire sufficient bonding to meet the
City's requirements.
C. Siddiq informed City that its sub contractor, C.C. Zamora, was able to obtain the necessary
bonding and insurance. Assignor has notified the City that it wishes to assign the Contract to
Assginee (C.C. Zamora), and Assignee has notified the City that it wishes to assume all duties and
obligations of Assignor under the Contract. Section 9_of the Agreement prohibits assignment of the
Agreement by Assignor to any non-Affiliate party without the advance approval of the City and
execution by the proposed assignee of a written agreement under which such assignee agrees to
assume all obligations of Assignor under the Agreement.
D. The City is willing to consent to an assignment of the Contract by Assignor to Assignee
solely in accordance with this Consent.
NOW, THEREFORE, for good and valuable consideration, the receipt and adequacy of
which are hereby acknowledged, the City, Siddiq Construction and Investments as Assignor and
C.C. Zamora Construction, LLC. as Assignee agree as follows:
1. The City hereby consents to an assignment by Assignor to Assignee of all right, title and
interest granted to Siddiq by the Contract, effective as of September 1, 2011 ("Effective
Page I of5
Consent to Assignment of Pavement Rehabilitation at
by Siddiq Construction and Investments to C.C. Zamor 09 -30 -11 A11 :15 IN
Consent Date") as shown on Attachment "A" attached hereto and incorporated herein for all
purposes. C.C. Zamora Construction, LLC hereby acknowledges such assignment.
2. The City consents to such assignment expressly upon the promise and covenant by
Assignee, and Assignee hereby promises and covenants to the City, that as of the Effective
Consent Date Assignee will comply with all duties and obligations of Assignor set forth in the
Contract.
3. Nothing in this Consent shall be deemed to grant Assignee any rights under the
Agreement that are additional to or greater than those of Original Contractor thereunder.
EXECUTED in multiples as of the last date indicated below, but to be effective as of the
Effective Consent Date:
[SIGNATURES IMMEDIATELY FOLLOW ON NEXT THREE (3) PAGES]
Page 2 of5
Consent to Assignment of Pavement Rehabilitation at Meacham Airport
by Siddiq Construction and Investments to C.C . Zamora Construction , LLC .
CITY OF FORT WORTH:
By: ~~u.
Fernando Costa
Assistant City Manager
Date: ...9 Jf ~,&/
By:_' ....,_.'--""'===.,..c...---':;.__------
Douglas W. Black
Assistant City Attorney
M&C:-=n/::....:a:=...._ _________ _
Date: ------------
STATE OF TEXAS §
COUNTYOFTARRANT §
ATTEST:
BEFORE ME, the undersigned authority, on this day personally appeared Fernando
Costa, Assistant City Manager of the CITY OF FORT WORTH, a municipal corporation
organized under the laws of the State of Texas, known to me to be the person and officer whose
name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act
of the CITY OF FORT WORTH, that he was duly authorized to perform the same by appropriate
resolution of the City Council of the City of Fort Worth and that he executed the same as the act of
the CITY OF FORT WORTH for the purposes and consideration therein expressed and in the
capacity therein stated.
./L
MY HAND AND SEAL OF OFFICE this ol~day of
~~'tell.~~~---' 2011.
Notary Public in and for
the State of Texas
G Va !lilt ~/IN1a5
Notary's Printed Name
Page 3 of5
Consent to Assignment of Pavement Rehabilitation at Meacham Airport
by Siddiq Construction and Investments to C.C. Zamora Construction, LLC .
EVONIA DANIELS
MY COMMISSION EX PI RES
July 10, 2013
OFFICIAL ORD
CITl S.ECRETARY
FT. WORTH, TX
SIDDIQ CONSTRUCTION AND INVESTMENTS: By:{!}~ l,,., (!p _,---T.a_
Title:
Date:~ ?,)01 (
J
/r)/)/} ~ ATTEST : ?L;; /}
By:_~-=---=-_-.;..-'-----.+c:d--+-c--,1-----
STATE OF TEXAS §
COUNTY OF TARRANT §
C BEFORE ME, the undersigned authority, on this day personally appeared
~(~ W ili,alfl{er {1( , the D..A,Nh( of SIDDIQ CONSTRUCTION AND
INVESTMENTS , known to me to be the person whose name is subscribed to the foregoing
instrument, and acknowledged to me that s/he executed the same for the purposes and
consideration therein expressed , in the capacity therein stated and as the act and deed of SIDDIQ
CONSTRUCTION AND INVESTMENTS.
of
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ~ rtd day ~bu: ,2011. -----
b«-\Ae\00: ·~
Notary Public in and for
the State of Texas
Notary's Printed Name
Page 4 of 5
Consent to Assignment of Pavement Rehabilitation at Meacham Airport
by Siddiq Construction and Investments to C.C. Zamora Construction, LLC .
C.C. ZAMORA C ONSTRUCTION , LLC
By:L-~
Name: c7
Title : /,~ ..J
Date: ~/ J!//r
STATE OF TEXAS §
COUNT Y OFTARRANT §
BEFORE ME , the undersigned authority, on thi s day personally appeared c; t.aJ"-/!Ab t z..--o~the f,:<s,)~v.J-: , of C.C. ZAMORA CONSTRUCTION, LLC., known
to me to e 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 , in the capacity
therein stated and as the act and deed of C.C. ZAMORA CONSTRUCTION , LLC.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this _,-3__,l ______ day
of A llj<c S t: , 2011. r~-
Notary Public in and for
the State of Texas
J?, u I,..., r-py"(__JS try
Notary's Printed Name
Page 5 of5
,t.''t).~V nt,, VINCENT I. PRESSLEY
!.?.:'Dlc.., No tary Pu b lic, St ate of Te xas
~ \~l .. ~ My Comm iss ion Exp ires ""':ff,;0;,~~il Morch 24 , 2015 ,,,,,n,''
Consent to Assi gnment of Pavement Rehabilitation at Meacham Airport
by Siddiq Construction and In ve stments to C.C. Zamora Construction, LL C.
MEACHAM AIRPORT PAVEMENT REPAIRS
This is an Assignment Agreement between the parties of: Siddiq Construction & Investments to
be referred to from this point as the Assignor and Zamora Construction, LLC to be referred to
from this point as the Assignee.
This agreement is regarding a contract to provide construction services, the title of that
contract is Meacham Airport Pavement Repairs. in the amount of $49,797.79, dated 7.18.2011.
In this agreement the Assignee, Zamora Construction, LLC agrees to accept the duties and
responsibilities of the Assignor, Siddiq Construction & Investments as assigned under the
contract with the City of Fort Worth.
Both parties understand that this Assignment Agreement will not be valid until consented to in writing
by the City of Fort Worth .
This agreement is entered into by:
~::~~~~~o--r-uc-t-io_n_,-LL_C _____ _
CITY OF FORT WORTH, TEXAS
CONTRACT
THE ST ATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS
COUNTY OF TARRANT
This Contract made and entered into this the Eighteenth day of July , 2011 , by and
between the City of Fort Worth , a home-rule municipal corporation situated in Tarrant , Denton ,
Parker, and Wise Counties , Texas , by and through its duly authorized Assistant City Manager,
("Owner"), and Siddiq Construction and Investments , ("Contractor"). Owner and Contractor may
be referred to herein individually as a "Party" or collectively as the "Parties ."
WITNESSETH : That said Parties have agreed as follows :
1.
That for and in consideration of the payments and agreements hereinafter mentioned to
be made and performed by the Owner, and under the conditions expressed in the bond bearing
even date herewith, the said Contractor hereby agrees with the sa id Owner to commence and
complete the construction of certain improvements described as follows :
FOR: Meacham Airport Pavement Repairs
That the work herein contemplated shall consist of the Contractor furnishing as an
independent contractor all labor, tools , appliances and materials , necessary for the construction
and completion of said project in accordance with the Plans and Specifications and Contract
Documents prepared by or on behalf of the City of Fort Worth for the Aviation Department of the
City of Fort Worth adopted by the City Council of the C ity of Fort Worth , which Plans and
Specifications and Contract Documents are hereto attached and made a part of this Contract the
same as if written herein .
3 .
The Contractor hereby agrees and binds itself to commence the construction of said work
within ten (10) days after being notified in writing to do so by the Aviation Department of the City
of Fort Worth .
4 .
The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement the reof and to fully complete and finish the same ready for the inspection and
approval of the Aviation Department of the City of Fort Worth and City Council of the City of Fort
Worth within a period of Twelve (12) Working days .
If the Contractor should fail to complete the work as set forth in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided in
the General Conditions , there shall be deducted from any monies due or which may thereafter
6 /17 /0 9 C-1
10 -03 -11 P03 :0 5 RCVD
become due him , the sum of $105 .00 pe r working day , not as a penalty but as liquidated
damages , the Contractor and its Surety shall be liab le to the Owner for such deficiency.
5.
Should the Contractor fail to begin the work herein provided for within the time herein
fixed or to carry on and complete the same according to the true meaning of the intent and terms
of said Plans, Specifications and Contract Documents, then the Owner shall have the right to
either demand the Surety to take over the work and complete same in accordance with the
Contract Documents or to take charge of and complete the wo r k in such manner as it may deem
proper , and if in the completion thereof, the cost to the Owner shall exceed the contract price or
prices set forth in the Plans and Specifications made a part hereof, the Contractor and/or its
Surety shall pay Owner on demand in writing, setting forth and specifying an itemized statement
of the total cost thereof, said excess cost.
6 .
Contractor covenants and agrees to indemnify the Owner, Owner's Engineer and
Architect , and their personnel at the project site for Contractor's sole negligence. In addition ,
Contractor covenants and agrees to indemnify, hold harmless and defend , at its own expense ,
the Owner, its officers , servants and employees , from and against any and all claims or suits for
property loss , property damage , personal injury , including death, arising out of, or alleged to arise
out of, the work and services to be performed hereunder by Contractor, its officers , agents ,
employees , subcontractors , licensees or invitees, whether or not any such injury, damage or
death is caused, in whole or in part, by the negligence or alleged negligence of Owner, its
officers, servants, or employees. Contractor likewise covenants and agrees to indemnify and
hold harmless the Owner from and aga inst any and all injuries to Owner's officers , servants and
employees and any damage , loss or destruction to property of the Owner arising from the
performance of any of the terms and conditions of th is Contract , whether or not any such injury
or damage is caused in whole or in part by the negligence or alleged negligence of Owner,
its officers, servants or employees .
In the event Owner receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall not be made until Contractor e ither (a)
submits to Owner satisfactory evidence that the claim has been settled and/or a release from the
claimant involved , or (b) provides Owner with a letter from Contractor's liability insurance carrier
that the claim has been referred to the insurance carrier .
The Director may , if deemed appropriate , refuse to accept bids on other City of Fort
Worth public work from a Contractor against whom a cla im for damages is outstanding as a result
of work performed under a City of Fort Worth contract.
6/17 /09 C-2
7.
The Contractor agrees, upon the execution of this Contract, and before beginning work,
to make, execute and deliver to City of Fort Worth the following bonds in the name of the City of
Fort Worth in a sum equal to the amount of the Contract. The form of the bond shall be as herein
provided and the surety must first be acceptable to the City of Fort Worth . All bonds furnished
hereunder shall meet the requirements of Chapter 2253 of the Texas Government Code , as
amended .
A. If the total contract price is $25,000 or less, payment to the contractor shall be
made in one lump sum. Payment shall not be made for a period of 45 calendar days from the
date the work has been completed and accepted by the Owner.
8 . If the contract amount is in excess of $25 ,000 , a Payment Bond shall be
executed, in the amount of the Contract, solely for the protection of all claimants supplying labor
and material in the prosecution of the work .
C . If the Contract amount is in excess of $100 ,000 , a Performance Bond shall be
executed, in the amount of the Contract conditioned on the fa ithful performance of the work in
accordance with the Plans , Specifications , and Contract Documents. Said bond shall solely be
for the protection of the Owner.
D . A Two-year Maintenance Bond in the name of the Owner is requ ired for all
projects to insure the prompt, full and faithful performance of the general guarantee contained in
the Contract Documents.
8 .
The Owner agrees and binds itself to pay , and the Contractor agrees to receive , for all of
the aforesaid work , and for all additions thereto or deductions therefrom , the price shown on the
Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment
will be made in monthly installments upon actual work completed by Contractor and accepted by
the Owner and receipt of invoice from the Contractor. The agreed upon total Contract amount
(including/excluding) alternates n/a , shall
be Forty-Nine Thousand Seven Hundred and Ninety Seven and 79 cents Dollars , ($49,797 .79).
9 .
It is further agreed that the performance of this Contract , whether in whole or in part, shall
not be sublet or assigned to anyone else by said Contractor without the written consent of the
Owner. Any request for any sublease or assignment shall be made in writing and submitted to
the Director of the Aviation Department.
10.
The Contractor agrees to pay at least the minimum wage per hour for all labor as the
same is classified , promulgated and set out by the City of Fort Worth , Texas , a copy of which is
attached hereto and made a part hereof the same as if it were copied verbatim herein .
11.
It is mutually agreed and understood that this Contract is made and entered into by the
Parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth
and the laws of the State of Texas with references to and governing all matters affecting th is
Contract, and the Contractor agrees to fully comply with all the provisions of the same .
6/17 /0 9 C-3
IN WITNESS THEREOF , the City of Fort Worth has caused this instrument to be signed in
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with
the corporate seal of the City of Fort Worth attached . The Contractor has executed this
instrument through its duly authorized officers in Three counterparts with its corporate seal
attached .
Done in Fort Worth , Texas , th is the .5 .,,.,L day of __ ~--)-<--• A.O ., 20 _.l {
APPROVAL RECOMMENDED : CITY OF FORT WORTH
DIRECTOR , AVIATION DEPARTMENT
1~/,ri--BY:~~CL
ASSIST ANT CITY MANAGER
OFFICIA CORD
-'
CITY SECRETARY
FT. WORTH, TX
C-4 • •• • 6/17 /09
Bid Information
Project Name: Meacham Airport Pavement Repairs MWBE Project Number: A VIA TI0N45
PrimeCompanyName: <S ; J. ~,' q Cc:dS:"('.<.d C 'l(c,,,--a/ -+-~~ ..... e:.a ~..-.//"y
,, I .· I (, '\ '-~J
Estimator Na:me: ~l trJ,1.,/eJ;J l.A/, ~Si:--z~·~-v·y .i't...
I
Phone Number: f (7 ? s;-s·--·:i d--CJ I
Email Address: S° ; j__ j__ ,' L ;. tJ V ~ ~--r;41 <?4 " ·"/5 e_ y,:yt-u er -
Bid Opening Date: May 91
\ 2011
DBE Paperwork Due: May 161
\ 2011
Bid Closing Date: May 201
\ 2011
DBE Project Goal: 10%
Bid Instructions
All applicable DBE forms must be delivered to the Aviation Department by 5:00 pm on Monday,
May 16th, 2011. The Aviation Department is located at:
4201 N Main St, Ste 200
Fort Worth, TX 76106
You will be given a receipt indicating that you have delivered the completed and signed DBE forms as
required. Please ensure that you have filled out all applicable information prior to delivering the forms.
On the Bid Sheet, enter the "Unit Bid Price" as the cost for each unit of a line item. The "Total Price" will
calculate automatically using the "Unit Bid Price" times the "Qty". The "Total Bid Price" at the bottom
will automatically calculate as the sum of all "Total Prices" in the bid.
NOTE: Contractor will not be responsible for repainting markings deliberately removed as part of the
scope of work for this project.
Please ensure that you review all provided documentation, including the pavement maintenance
specifications, to ensure accuracy of your bids for each line item. Contact the representative below with
any questions prior to the bid closing date.
The bid sheet should be filled out and emailed to the following Airport representative by 5:00 pm on
Friday, May 20th, 2011.
With any questions, please contact:
Tiffany Gough
Airport Operations Officer
(817)392-5410
Tiffan v. Gough (ci)fortworthgov .org
Cc Bill. Welste ad@fortworth2:ov .org
Ill
IV
V
V
VI
VII
VII
n/a
Meacham International Airport
April 2011 Emergency Pavement Repairs
Concrete Crack Repair 24.0 LFT
Concrete Joint Repair 2,388 .0 LFT
Concrete Pop Out Repair (2" dia .) 2 1.0 EA
Concrete Pop Out Repair (4" dia .) 1.0 EA
HMA Surface Re placement
HMA Crack Repair (Type la) 3,437 .75 LFT
HMA Crack Repa i r (Type lb) 446 .25 LFT
Mobilization 1.0 EA
Bid Page 1 of 1
VENDOR COMPLIANCE TO STATE LAW
The 1985 Session of the Texas Legislature passed House Bill 620 relative to the
award of contracts to nonresident bidders. This law provides that, in order to be
awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside of the State of
Texas) bid projects for construction, improvements, supplies or services in Texas at
an amount lower than the lowest Texas resident bidder by the same amount that a
Texas resident bidder would be required too underbid a nonresident bidder in order
to obtain a comparable contract in the State in which the nonresident's principal
place of business is located. The appropriate blanks in Section A must be filled out
by all out-of-state or nonresident bidders in order for your bid to meet specifications.
The failure of out-of-state or nonresident contractors to do so will automatically
disqualify that bidder. Resident bidders must check the box in Section B.
A. Nonresident vendors in (give State), our principal place of
business , are required to be percent lower than resident bidders
by State law. A copy of the Statute is attached.
Nonresident vendors in (give State), our principal
place of business, are not required to underbid resident bidders.
B. Our principal place of business or corporate offices are in the State of Texas. 0
BIDDER:
CS:.., c_~xs C \'ll\&i\..,6j%,ll~By: h\\\s\s. V\ .~e>'fl?:\
Company 1 (Please print)
Address
t\ \\}M\5:..\s~ ~\~\\L-\
City/State/Zip ~ Title: ~\C:c. \) f g S; ~
(Please print)
THIS FORM MUST BE RETURNED WITH YOUR QUOTATION
..
, ..
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Meacham International Airport
April 2011 Emergency Pavement Repairs
Line Item Details
Priority Location Repair Type Repair Description Qty Unit Surface Group
1 1 IV Concrete Joint Repair 240 .0 linear foot 16
2 1 V Concrete Pop Out Repair (2 " d ia.) 3.0 each 16
1 2 IV Concrete Joint Repair 6.0 linear foot 16
1 3 I Concrete Corner Replacement 0.67 square yard 16
1 4 I Concrete Corner Replacement 1.0 square yard 16
1 5 IV Concrete Jo i nt Repair 114.0 linear foot Al
2 6 IV Concrete Joint Repair 121 .0 linear foot 16-34
2 6 VI HMA Surface Replacement 0.44 square yard 16-34
1 7 I Conc rete Corner Replacement 0.44 square yard 16-34
1 8 I Concrete Corner Replacement 0.89 square yard 16-34
2 9 VI HMA surface replacement 0.44 square yard 16-34
2 10 V Concrete Pop Out Repair (2" dia .) 10.0 each 16-34
1 11 IV Concrete Joint Repair 351 .0 linear foot 16-34
1 12a I Concrete Corne r Replacement 0.44 square yard 16-34
2 12b I Concrete Corner Replacement 1.33 square yard 16-34
1 13 I Concrete Corner Replacement 3.06 square yard 16-34
1 15 IV Concrete Joint Repair 380 .0 linear foot 16-34
2 16 I Concrete Corner Replacement 1.33 square yard 16-34
1 18 IV Concrete Joint Repair 44 .0 linear foot 16-34
2 18 V Concrete Pop Out Repair (2" d ia.) 1.0 each 16-34
1 18 VII HMA Crack Repair (Type la) 179.0 linear foot 16-34
1 20 I Concrete Corner Replacement 0.44 square yard 34
1 21 I Concrete Corner Replacement 0 .44 square yard 34
1 22 I Concrete Corner Replacement 3.38 square yard 34
1 23 I Concrete Corner Replacement 0 .44 square yard 34
1 24 I Concrete Corner Replacement 1.62 square ya rd 34
1 25 IV Concrete Joint Repair 724 .0 l inear foot 34
1 26 I Concrete Corner Replacement 6.89 square yard A(S)
1 26 IV Concrete Joint Repair 19.0 linear foot A(S)
1 27 IV Concrete Joint Repair 315 .0 linear foot A6
2 28 V Concrete Pop Out Repair (2" dia .) 2.0 each A(N)
2 30 V Concrete Pop Out Repair (2" dia .) 1.0 each A(N)
2 32 V Concrete Pop Out Repair (2" dia .) 3.0 each 16
1 34 IV Concrete Joint Repair 58.0 linear foot E
1 35 Ill Concrete Crack Repair 24.0 linear foot A
1 35 V Concrete Pop Out Repair (4" dia .) 1.0 each A
2 37 IV Concrete Joint Repair 23.0 linear foot NMA
2 39 VI HMA surface replacement 35.56 square yard NMA
2 40 VII HMA Crack Repair (Type la) 1,005.0 linear foot B
2 41 VII HMA Crack Repair (Type la) 148.75 linear foot B
2 41 VII HMA Crack Repair (Type lb) 446.25 linear foot B
2 42 VII HMA Crack Repair (Type la) 775 .0 linear foot B
2 43 VII HMA Crack Repair (Type la) 830 .0 linear foot B
Supplemental Items
n/a VII HMA Crack Repair 500 .0 LFT Wside
n/a Concrete Corner Replacement 12.5 SQYD Apron A
Phasing Groups
1 = This phase will be completed preferrably on a Friday evening/night and cured over a weekend, or completed
Saturday AM and opened Monday.
2/3=
These will be phased based on w i nd direction and traffic. May be on a weekend , but not necessarily at night.
2
2
2
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
3
3
3
3
3
3
3
3
3
2
2
2
2
5
5
5
5
4
4
4
4
4
5
5
4 = These will have much more fle xi ble phas i ng and can be completed at any time. Should remain in their associated
groups, if possible .
5 = These will have much more flexible phasing and can be completed at any time .
Bid Page 1 of 1
REPAIR/REPLACEMENT
TYPE
I
II
Ill
IV
V
VI
VII
VIII
PAVEMENT MAINTENANCE
QUICK REFERENCE GUIDE
DESCRIPTION
CONCRETE CORNER REPLACEMENT
FULL DEPTH CONCRETE
SLAB REPLACEMENT
CONCRETE CRACK REPAIR
CONCRETE JOINT REPAIR
CONCRETE POP OUT REPAIR
HMA SURFACE REPLACEMENT
HMA CRACK REPAIR
PAVEMENT MARKING REPLACEMENT
SPECI Fl CATION DETAIL
P-101 A
SS-230 D
SS-281
P-101 B
SS-230 D
SS-281
SS-281
SS-281 D
SS-281
P-101
SS-220 C
SS-221
SS-280
SS-221
SS-280
P-620
February, 2011
AC 150/5370-lOE
ITEM P-101 SURFACE PREPARATION
DESCRIPTION
9/30/2009
101-1.1. This item shall consist of preparation of existing pavement surfaces for repair, removal of
existing pavement, and other miscellaneous items. The work shall be accomplished in accordance with
these specifications and the applicable details.
EQUIPMENT
101-2.1. All equipment shall be specified hereinafter or as approved by the Engineer. The equipment
shall not cause damage to the pavement to remain in place.
CONSTRUCTION
101-3 .1. REMOVAL OF EXISTING PAVEMENT
~ Concrete: The existing concrete to be removed shall be freed from the pavement to remain unless
jackhammers are used for the complete removal.
When the pavement removal limit is located at a joint, this shall be accomplished by sawing through the
complete depth of the slab one foot inside the perimeter of the final removal limits or outside the load
transfer devices, whichever is greater. In this case, the limits of removal would be located on joints. The
pavement between the perimeter of the pavement removal and the saw cut shall be removed with a
jackhammer.
Where the perimeter of the removal limits is not located on the joint, the perimeter shall be saw cut 2
inches in depth or 1/4 the slab thickness, whichever is less. Again, the concrete shall be saw cut the full
depth of the pavement 6 inches inside the removal limits. The pavement inside the saw cut or line shall
be broken by methods suitable to the Contractor; however, if the material is to be wasted on the airport
site , it shall be reduced to a maximum size designated by the airport owner.
The Contractor's removal operation shall not cause damage to cables, utility ducts, pipelines, or drainage
structures under the pavement. Any damage shall be repaired by the Contractor at no expense to the
airport owner.
b. Asphaltic Concrete: Asphaltic concrete pavement to be removed shall be cut to the full depth of the
bituminous material around the perimeter of the area to be removed. The pavement shall be removed in
such a manner that the joint for each layer of pavement replacement is offset one foot from the joint in the
preceding layer. This does not apply if the removed pavement is to be replaced with concrete or soil. If
the material is to be wasted on the airport site, it shall be broken to a maximum size as designated by the
airport owner .
.£, Disposal. All existing pavement removed shall be disposed of off-site. All hauling will be considered
a necessary and incidental part of the work. Its costs shall be considered by the Contractor and included in
the contract unit price for the pay items of work involved. No payment will be made separately or directly
for hauling on any part of the work.
P-101-1
..
AC 150/5370-lOE 9/30/2009
METHOD OF MEASUREMENT
101-4 .1. MEASUREMENT .
.!!.:. Pavement Remo v al : Pavement remo val shall not be measured for separate payment.
BASIS OF PAYMENT
101-5 .1 PAYMENT . Payment for pavement removal shall not be paid for separately but shall be
considered subsidiary to the item in which it is contained.
END OF ITEM P-101
P-101-2
AC 150/5370-lOE 9/30/2009
ITEM P-620 RUNWAY AND TAXIWAY PAINTING
DESCRIPTION
620-1.1 This item shall consist of the painting of numbers , markings, and stripes on the surface of
runways, taxiways, and aprons, in accordance with these specifications to replace markings removed by
pavement maintenance operations.
MATERIALS
620-2 .1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified test
reports for materials shipped to the project. The certified test reports shall include a statement that the
materials meet the specification requirements. The reports can be used for material acceptance. The
reports shall not be interpreted as a basis for payment. The Contractor shall notify the Airoprt upon
arrival of a shipment of materials to the site.
620-2.2 PAINT. Paint shall be Waterborne in accordance with the requirements of paragraph 620-2 .2a.
Paint shall be furnished in White (37925), Yellow (33538 or 33655), R ed (31136), and Black (37038) in
accordance with Federal Standard No 595.
a. WATERBORNE. Paint shall meet the requirements of Federal Specification TT-P-1952E, Type
I.
620-2.3 REFLECTIVE MEDIA. Glass beads shall meet the requirements for TT-B-1325D, Type I,
gradation A, or TT-B-1325D, Type III. Glass beads shall be treated with all compatible coupling
agents recommended by the manufacturers of the paint and reflective media to ensure adhesion and
embedment.
CONSTRUCTION METHODS
620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and
when the surface temperature is at least 45°F (7°C) and rising and the pavement surface temperature is at
least 5°F (2 .7°C) above the dew point. Markings shall not be applied when the pavement temperature is
greater than 120°F.
620-3 .2 EQUIPMENT. Equipment shall include the apparatus necessary to properly clean the existing
surface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-painting
equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless type marking machine suitable for
application of traffic paint. It shall produce an even and uniform film thickness at the required coverage
and shall apply markings of uniform cross sections and clear-cut edges without running or spattering and
without over spray.
620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint, the surface shall
be dry and free from dirt, grease, oil, laitance, or other foreign material that would reduce the bond
between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing or
by other methods as required to remove all dirt, laitance, and loose materials without damage to the
pavement surface. Use of any chemicals or impact abrasives during surface preparation shall be approved
P-620-1
AC 150/5370-lOE 9/30/2009
in advance by the Engineer. Paint shall not be applied to Portland cement concrete pavement until
the areas to be painted are cleaned. Sandblasting or high-pressure water shall be used.
620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the paint
application . Markings shall not be placed until locations are approved by the Airport . Gla ss beads shall
b e applied as indicated in Section 620-3 .5. Type III glas s beads shall be used on all runway hold
position markings and surfa ce painted hold position signs. Type I glass beads shall be us ed on all oth er
markings.
620-3.5 APPLICATION. Paint shall be applied at locations and dimensions as required to replace
painted remo ved from maintenance operations . Paint shall not be applied until the layout and condition
of the surface has been approved by the Airport .
The edges of the markings shall not vary from a straight line more than 1/2 inch (12 mm) in 50 feet (15
m) and marking dimensions and spacings shall be within the following tolerances:
Tolerance
36 inches 910 mm or less ±1 /2 inch 12 mm
greater than 36 inches to 6 feet (910 mm to 1.85 ± 1 inch (25 mm)
m
reater than 6 feet to 60 feet 1.85 m to 18 .3 m ± 2 inches 51 mm
reater than 60 feet 18. 3 m ± 3 inches 76 mm
The paint shall be mixed in accordance with the manufacturer's instructions and applied to the pavement
with a marking machine at the rate(s) shown in Table 1. The addition of thinner will not be permitted. A
period of 24 hours shall elapse between placement of a bituminous surface course, seal coat or concrete
pavement and application of the paint.
TABLE 1. APPLICATION RATES FO R PAINT AND GLASS BEADS
Paint Glass Beads, Type Glass Beads,
Square feet per I, Type III
gallon, ft 2/gal Gradation A Pounds per gallon
Paint Type (Square meters per Pounds per gallon of paint-lb.I gal.
liter, m2/l) of paint-lb .I gal. (Kilograms per liter
(Kilograms per liter of paint-kg/l
of paint-kg/l)
Waterbo rne 115 ft'/gal. 7 lb ./gal. minimum 10 lb ./gal.
maximum (0.8 5 kg/I) minimum
(2.8 m2/l) (1.2 k2fl)
Glass beads shall be distributed upon the marked areas to receive glass beads immediately after
application of the paint. A dispenser shall be furnished which is properly designed for attachment to the
marking machine and suitable for dispensing glass beads. Glass beads shall be applied at the rate(s)
shown in Table 1. Glass beads shall not be applied to black paint. Glass beads shall be applied to all
P-620-2
AC 150/5370-lOE 9/30/2009
oth er final pavement marking applications at th e application rate included in Table 1. Glass beads shall
adhere to the cured paint or all marking operations shall cease until corrections are made.
All emptied containers shall be returned to the paint storage area for checking by the Airport. The
containers shall not be removed from the airport or destroyed until authorized by the Airport.
620-3 .6 PROTECTION AND CLEANUP. After application of the paint, all markings shall be protected
from damage until the paint is dry . All surfaces shall be protected from excess moisture and/or rain and
from disfiguration by spatter, splashes , spillage, or drippings of paint. The Contractor shall remove from
the site all debris, waste, loose or unadhered reflective media, and by-products generated by the surface
preparation and application operations to the satisfaction of the Engineer. The Contractor shall dispose of
these wastes in strict compliance with all applicable state, local , and Federal environmental statutes and
regulations .
620-3. 7 REMOVAL OF EXISTING MARKINGS. If existing pavement markings require removal, th ey
s hall be removed without damaging th e existing pavement. Th e markings shall be remo ved through th e
use of high-press ure water. For areas to be repainted, th e exis ting painted s urface shall be clean ed by
high-press ure water blasting or sand blasting, as required, to r emove all foreig n material which would
r educ e th e bond between the new paint and th e old paint.
METHOD OF MEASUREMENT
620-4.1 The quantity of runway and taxiway markings to be paid for shall be the number of square feet
(square meters) of painting performed in accordance with the specifications . R eflec tive media will not be
m easured for pay ment but shall be con s ider ed subs idiary to th e paint.
62 0-4.2 Pavement marking removal will not be measured for separate pay ment, but shall be consider ed
s ubs idiary to P-620.
BASIS OF PAYMENT
620-5 .1 Payment shall be made at the respective contract price per square foot (square meter) for runway
and taxiway painting. This price shall be full compensation for furnishing all materials and for all labor,
equipment, tools , and incidentals necessary to complete the item.
620-5.2 Pay m ent will not be made for paint removal, but shall be cons idered subsidiary to P-620.
Payment will be made under:
Item P-620-5.1
ASTMC 136
ASTMC 146
ASTM C 371
ASTMD92
Pavement Marking Replacement -per square foot
TESTING REQUIREMENTS
Sieve Analysis of Fine and Coarse Aggregates
Chemical Analysis of Glass Sand
Wire-Cloth Sieve Analysis ofNonplastic Ceramic Powders
Test Method for Flash and Fire Points by Cleveland Open Cup
P-620-3
AC 150/5370-lOE
ASTMD711
ASTMD 968
ASTM D 1213-54(1975)
ASTMD 1652
ASTMD2074
ASTMD2240
ASTM G 15453
Federal Test Method
Standard No . 141D/GEN
9/30/2009
No-Pick-Up Time of Traffic Paint
Standard Test Methods for Abrasion Resistance of Organic
Coatings by Falling Abrasive
Test Method for Crushing Resistance of Glass Spheres
Test Method for Epoxy Content of Epoxy Resins
Test Method for Total Primary, Secondary , and Tertiary Amine
Values of Fatty Amines by Alternative Indicator Method
Test Method for Rubber Products-Durometer Hardness
Operating Light and Water-Exposure Apparatus (Fluorescent
Light Apparatus UV-Condensation Type) for Exposure of
Nonmetallic Materials .
Paint, V amish, Lacquer and Related Materials; Methods of
Inspection ,
Sampling and Testing
MATERIAL REQUIREMENTS
ASTM D 476 Specifications for Dry Pigmentary Titanium Dioxide Pigments
Products
Code of Federal Regulations 40 CFR Part 60, Appendix A -Definition of Traverse Point
Number and Location
Code of Federal Regulations 29 CFR Part 1910 .1200 -Hazard Communications
FED SPEC TT-B-1325D Beads (Glass Spheres) Retroreflective
AASHTO M 247 Glass Beads Used in Traffic Paints
FED SPEC TT-P-1952E Paint, Traffic and Airfield Marking, Waterborne
Commercial Item
Description (CID) A-A-2886B Paint, Traffic, Solvent Based
FED STD 595 Colors used in Government Procurement
END OF ITEM P-620
P-620-4
ITEM SS-220 ASPHALT SURF ACE COURSE
DESCRIPTION
220-1.1 This section covers construction of Dense-Graded Hot-Mix Asphalt in accordance with the
Pavement Maintenance Details.
STANDARDS
220-2.1 SURF ACE COURSE: Materials, equipment , and construction methods for Asphalt Surface
Course shall be in accordance with Item 340 Dense-Graded Hot-Mix Asphalt (Method) of the Texas
Department of Transportation Standard Specifications for Construction and Maintenance of Highways ,
Streets, and Bridges, except as modified or augmented herein .
CONSTRUCTION METHODS
220-3 .1 Standard Specification Modifications and Augmentations :
1. 340.2.A. Aggregate : Reclaimed Asphalt Pavement (RAP shall not be used). A Surface
Aggregate Classification (SAC) ofD shall be used.
2 . 340 .2 .A.2 . RAP: Delete this paragraph .
3. 340 .2 .D. Asphalt Binder: The asphalt binder shall be PG 64-22.
4 . 340.2.E . Tack Coat: Tack coat shall be as required in Item SS-22 1 Prime and Tack Coats.
5 . 340.4 Construction : The Airport reserves the right to waive laboratory testing requirements for
small asphalt placements if deemed unnecessary . In such case , the asphalt placed shall be tested
on site using a nuclear gage.
METHOD OF MEASUREMENT
220-4 .1 Dense-Graded Hot-Mix Asphalt (HMA) will be measured by the square yard of the thickness
replaced. Measurements shall include only the actual amounts placed within repair area .
BASIS OF PAYMENT
220-5.1 Dense-Graded Hot-Mix Asphalt (HMA), acceptably completed, and measured as provided
above , will be paid for at the contract unit prices per square yard bid for "HMA Surface Replacement",
which prices shall be full compensation for furnishing , placing and compacting all materials; and for all
equipment, tools, testing, labor, and incidentals necessary to complete the work.
Payment will be made under:
Item SS-220-5 .1 HMA Surface Replacement -per square yard
END OF ITEM SS-220
SS-220-1
ITEM SS-221 PRIME AND TACK COATS
DESCRIPTION
221-1.1 This item shall consist of a single application of bituminous material and blotter material if
required, applied on the completed and approved base course, on the subgrade, and/or on the existing
bituminous or concrete surface in accordance with these specifications .
STANDARDS
221-2 .1 Work under this section shall be in accordance with the portions of Item 300 Asphalts,
Oils and Emulsions and Item 310 Prime Coat of the Texas Department of Transportation Standard
Specifications for Construction and Maintenance of Highways, Streets, and Bridges that concern
prime coats and tack coats , except as modified or augmented herein .
MATERIALS
221 -3 .1 Materials shall conform to the requirements provided under Item 300 Asphalts , Oils and
Emulsions and Item 310 Prime Coat of the Texas Department of Transportation Standard
Specifications for Construction and Maintenance of Highways , Streets, and Bridges. A medium
curing cutback asphalt or an asphalt penetrating prime will be used for prime coat and a rapid curing
cut back or emulsified asphalt will be used for tack coat.
MEASUREMENT AND PAYMENT
221-4.1 Prime and tack coats will not be measured for separate payment but will be considered
subsidiary to the HMA Surface Replacement.
END OF ITEM SS-221
SS-221-1
ITEM SS-230 PORTLAND CEMENT CONCRETE PAVEMENT
DESCRIPTION
230-1.1 This section covers the construction of a pavement composed of Portland cement concrete, with
or without reinforcement as specified, constructed on a prepared base course in accordance with these
specifications and in conformance with the repair details .
STANDARDS
230-2.1 Materials, equipment, construction methods, and testing for Portland Cement Concrete
Pavement shall be in accordance with Item 421 Hydraulic Cement Concrete of the Texas Department of
Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and
Bridges, except as modified or augmented herein. Joints shall be constructed in accordance with the repair
details .
CONSTRUCTION METHODS
230-3.1 Mix Design shall be in accordance with 421 Hydraulic Cement Concrete of the Texas
Department of Transportation Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges, except as modified herein. FAA mix design as specified in the typical P-
501 FAA Specification may also be used. Design and Quality control of Portland Cement Concrete
Pavement will consist of furnishing acceptable mix designs and performing all applicable quality control
sampling and testing to the Airport. Proportioning shall provide for a minimum 28-day compressive
strength of 5,000 psi. The concrete shall be Class P with an Aggregate Class of 3 as defined in Item 421
Hydraulic Cement Concrete.
230-3.2 STEEL REINFORCEMENT: Reinforcing shall consist of bar mats conforming to the
requirements of ASTM A 184 or A 704. Alternately, reinforcing steel meeting ASTM A615 may be used
if reinforcing steel is manually cut and tied .
Dowel bars shall be plain steel bars conforming to ASTM A 615 or ASTM A 966 and shall be free
from burring or other deformation restricting slippage in the concrete. High strength dowel bars shall
conform to ASTM A 714 , Class 2, Type S , Grade I, II or III, Bare Finish. Before delivery to the
construction site each dowel bar shall be painted with one coat of paint conforming to MIL-DTL-
24441/20A.SSPC Paint 5 or SSPC Paint 25 . Metal or plastic collars shall be full circular device
supporting the dowel until the epoxy hardens .
Dowel bars or other load-transfer units of an approved type shall be placed across joints in the manner
as shown on the repair details. They shall be of the dimensions and spacings as shown and held
rigidly in the middle of the slab depth in the proper horizontal and vertical alignment by methods as
described in the repair details. The portion of each dowel painted with rust preventative paint, as
required under above and shown on the details to receive a debonding lubricant, shall be thoroughly
coated with asphalt MC-70, or an approved lubricant, to prevent the concrete from bonding to that
portion of the dowel. If free-sliding plastic-coated or epoxy-coated steel dowels are used, a lubrication
bond breaker shall be used except when approved pullout tests indicate it is not necessary. Where
butt-type joints with dowels are designated, the exposed end of the dowel shall be oiled.
230-3 .3 Acceptance sampling and testing will be performed by the concrete supplier.
SS-230-1
230-3 .6 PAVEMENT STRENGTH: Compressive strength shall be as specified at 28 days using test
specimens prepared in accordance with ASTM C 31 and tested in accordance with ASTM C 39.
Concrete samples shall be furnished by the concrete supplier and shall be taken in the field to
determine the consistency, air content, and compressive strength of the concrete . Concrete cylinders
shall be made each day that the concrete is placed. Each group of cylinders shall be molded from the
same batch of concrete and shall consist of a sufficient number of specimens to provide two
compressive strength tests at each test age . Test ages will be 7 days and 28 days .
PCC pavement represented by cylinders not meeting the specified strength shall be removed and
replaced.
230-3.7 JOINTS: Joints sealant material shall meet the requirements of ASTM D 5893, Type SL.
Each lot or batch of silicone sealing compound shall be delivered to the job site in the manufacturer's
original sealed container. Each container shall be marked with the manufacturer's name , batch or lot
number, shelf life, mixing instructions , and storage instructions and shall be accompanied by the
manufacturer's certification stating that the compound meets the requirements of this specification.
Backer rod shall be a non-moisture absorbing , closed-cell , expanded polyethylene foam rod. The rod
shall be compatible with the sealant and no bond or reaction shall occur between the rod and the
sealant.
Joints shall be sealed as soon after completion of the curing period as feasible and before the pavement
is opened to traffic , including construction equipment. The pavement temperature shall be above 50°F
(10°C) before installation of silicone joint sealing material.
Immediately after saw cutting is complete the resulting cement slurry shall be completely removed
from the joint by water washing (less than 100 psi pressure). After the joint is sufficiently dried, the
joint shall be sandblasted . One pass along each reservoir face is required . After sandblasting the joint
shall be blown out with compressed air. When the surfaces are clean and dry , and just prior to
placement of the sealant, compressed air shall be used to blow out the joint and remove all residual
dust. Air compressors shall be equipped with suitable traps capable of removing all free water and oil
from the compressed air and shall be capable of furnishing air with a pressure greater than 90 psi .
Joints shall be inspected for proper width, depth, alignment, and preparation, and shall be approved by
the Engineer before sealing is allowed . Sealant shall be installed in accordance with the following
requirements :
A backer rod shall be installed as shown on the repair details, prior to placement of the joint sealer.
The backing material shall be placed as shown on the plans and shall be non-adhesive to the concrete
or the sealant material. The self-leveling sealant shall be applied in a continuous operation, by means
of approved pressure equipment that will force the sealing material to the bottom of the joint and
completely fill the joint without spilling the material on the surface of the pavement. Sealant which
does not bond to the concrete surface of the joint walls, contains voids , or fails to set up to a tack-free
condition will be replaced .
SS-230-2
METHOD OF MEASUREMENT
230-4.1 Portland Cement Concrete Pavement and will be measured by the square yard. The width for
measurement will be the width as constructed in accordance with the repair details.
BASIS OF PAYMENT
230-5.1 Work completed and accepted under this item and measured as provided above will be paid for
at the contract unit prices bid per square yard for Portland cement concrete pavement accepted in-place,
which price shall be full compensation for furnishing , transporting and placing materials, including steel
bars for joints and all other joint materials; for reinforcement in designated slabs; for the preparation and
processing of materials; for mixing, spreading, vibrating, finishing, and curing; for sawing, filling, and
sealing joints; and for all labor, equipment, testing, tools and incidentals necessary to complete the work.
Payment will be made under:
Item SS-230-5.1
Item SS-230-5 .2
Concrete Pavement, Comer Replacement -per square yard
Concrete Pavement, Full Depth Concrete Slab Replacement -per square yard
END OF ITEM SS-230
SS-230-3
ITEM SS-280 ASPHALT CRACK REP AIR
DESCRIPTION
280-1.1 This item shall consist of the cleaning, application of herbicide and tack coat, and
filling/sealing of cracks in the existing asphalt pavement. All cracks measuring 1/4" wide or wider shall
be cleaned and filled/sealed according to this specification.
MATERIALS
280-2.1 Cracks measuring 1/4" to 1 /2" wide shall be filled with a hot-poured joint sealant. Sealant
shall conform to the standards set forth in ASTM D 6690 .
In areas indicated on the plans, cracks measuring 1/2" wide or wider shall be filled with fine aggregate
and sand asphalt.
280-2.2 Soil sterilants shall contain Bromacil or Prometone.. Application rate shall be in accordance
with manufacturer's recommendations.
280-2 .3 Tack coat shall be as required in Item SS-221 Prime and Tack Coats.
CONSTRUCTION METHODS
280-3 .1 General. Cracks in the existing pavement shall be cleaned and filled/sealed . Removal of
grass, dirt, or other material existing in the cracks , including existing deteriorated sealant, shall be
accomplished by the use of a hot-compressed air lance as described in this specification.
280-3.2 Crack Preparation. A high temperature compressed air lance shall be used at all times to blast
out any vegetation, dirt , dampness and loose materials from the cracks . Existing crack sealant which is
deteriorated shall be removed. The high velocity hot air shall be not less than 2,000 °F in temperature.
The air lance shall operate in a no flame impingement condition and shall have a directional controlled
velocity of 330-fps minimum and a combustion temperature at ignition of no less than 2,000 °F . If
vegetation is considered a problem, a soil sterilant shall be applied.
280-3 .3 Filler Application (Cracks Yi " wide or wider). After cracks have been cleaned, have received
soil sterilant, rejuvenator, and tack coat, the cracks shall be filled with a fine / sand asphalt mix as
described in this specification. The asphalt mix shall be raked in the crack by hand in order to completely
fill the entire crack. Once the crack is filled, excess asphalt mix shall be rounded up along the length of
the crack and pinched into the crack using a small asphalt roller.
280-3.4 Sealant Application (Cracks ~" to Yi " wide). After cracks have been cleaned, have received
soil sterilant, rejuvenator, and tack coat, the cracks shall be filled with a sealant as described in this
specification and per the manufacturer's recommendations. The cracks shall be filled so that the top of
the filler is flush with the existing pavement. The "squeegee method" with a maximum width of two
inches , shall be used to install the sealant. Cracks with excessive depths , shall be filled with a sand
material to a depth no less than 1 inch from the top of the existing pavement surface. Sealant shall be
applied to the sand material foundation .
280-3 .5 Cure Time. In accordance with the manufacturer's specifications, the Contractor shall allow
the appropriate cure time for the sealant between placement of the sealant and the application of pavement
SS-280-1
markings or seal coat.
METHOD OF MEASUREMENT
280 -4.1 HMA Crack Repair (Type la) will be measured by the linear foot of cracks measuring 1/4"
wide to 1/2 " wide.
280-4 .2 HMA Crack Repair (Type lb) will be measured by the linear foot of cracks measuring 1/2"
wide or wider.
BASIS OF PAYMENT
280-5 .1 Work completed and accepted under this item for Type la cracks will be paid for at the
contract unit price for Asphalt Crack Repair (Type 1 a), which price shall be full compensation for
furnishing all labor, tools , equipment, and incidentals necessary to complete the work.
280-5 .2 Work completed and accepted under this item for Type lb cracks will be paid for at the
contract unit price for Asphalt Crack Repair (Type 1 b ), which price shall be full compensation for
furnishing all labor, tools, equipment, and incidentals necessary to complete the work.
Payment will be made under:
Item SS-280-5 .1 HMA Crack Repair (Type la) -per linear foot
Item SS-280-5 .2 HMA Crack Repair (Type lb) -per linear foot
END OF ITEM SS-280
SS-280-2
ITEM SS-281 CONCRETE CRACK AND JOINT REPAIR
DESCRIPTION
281-1 .1 This item shall consist of the cleaning and sealing of cracks and joints in the existing concrete
pavement. This item also consists of repairing pop outs in concrete pavement.
MATERIALS
281-2 .1 Crack and joint sealing materials shall meet the requirements of ASTM D 5893, Type SL.
CONSTRUCTION METHODS
281-3.1 General. Cracks in the existing concrete pavement (1/4" minimum width) shall be cleaned
and sealed. Joints requiring repair shall be cleaned and sealed. After cracks or joints have been cleaned,
they shall be filled with a sealant as described in this specification .
281-3.2 Joint Preparation. All existing joint sealants will be removed by plowing or use of hand
tools . Any remaining sealant/debris will be removed by use of wire brushes or other tools as necessary. In
some instances , re-sawing the joints may be required. This is only recommended in areas where the
existing joint faces cannot be thoroughly cleaned to satisfactorily promote the effectiveness and
adherence of the new sealant. If re-sawing the joints is required, immediately after sawing, the resulting
slurry will be completely removed from the joint and adjacent area by flushing with a jet of water, and by
use of other tools as necessary . The joints will be allowed sufficient time to dry prior to re-sealing.
All joints shall be sealed the same day of the final cleaning. Cleaned joints left open overnight or joints
which become contaminated before sealing shall be re-cleaned as specified under the second paragraph
under crack preparation.
281-3.3 Crack Preparation. Removal of any vegetation, dirt, loose materials, and deteriorated sealant
from the cracks shall be accomplished by routing. Cracks shall be routed so that the exposed face of the
crack is enlarged to a width of 1/2" and to a depth as detailed in the sealant and backer rod manufacturer's
recommendations.
When the cracks are thoroughly dry, and just prior to sealant placement, both vertical faces shall be
cleaned by sandblasting with a nozzle attached to an aiming device that directs the sand blast at
approximately a 45 degree angle and a maximum of two inches from the face of the crack. Each crack
face shall be sandblasted individually. After sandblasting, compressed air shall be used to blow out the
crack and remove all residual dust. Air compressors shall be equipped with suitable traps capable of
removing all free water and oil from the compressed air and shall be capable of furnishing air with a
pressure greater than 90 psi. The cracks shall be thoroughly dry before the sealant is placed.
All cracks shall be sealed the same day of the final sandblasting. Cleaned cracks left open overnight or
cracks which become contaminated before sealing shall be re-cleaned as specified above .
281-3 .4 Sealant Application . The pavement temperature shall be above 50°F at the time of
installation of the poured sealing material. Cold applied crack sealing compound shall be applied
uniformly solid from bottom to top and shall be filled without formation of entrapped air or voids.
Backing material shall be nonadhesive to the concrete or the sealant material. A direct connecting
pressure type extruding device with nozzles shaped for insertion into the crack or joint shall be provided.
Any sealant spilled on the surface of the pavement shall be removed immediately. Sealant shall be
applied in a manner that will completely fill the crack or joint with no gaps , entrapped air, voids, or
SS-281-1
surface-only coverage . Care shall be taken to preclude excess sealant material from the adjacent
pavement surface; excess material shall be removed before it cures . The sealant shall be installed
according to the manufacturer's specifications. Sealant and backing material shall conform to the
requirements detailed in SS-230 "Portland Cement Concrete Pavement".
281-3 .5 Backer Rod Material . The use of backer rod material in the bottom of the crack or joint to be
filled is recommended to control the depth of the sealant, to achieve the desired shape factor, and to
support the sealant against indentation and sag. Backer rod material should be compatible with the
sealant, should not adhere to the sealant, should be compressible without extruding the sealant, and
should recover to maintain contact with the crack or joint faces when the crack or joint is open. The
backer rod will be 25 percent larger in diameter than the width of the reservoir.
281-3.6 Repair of Concrete Pop Outs. At locations shown on the airport layout map or as directed by
the Airport, concrete fragments shall be removed and the pop out cavity shall be thoroughly cleaned with
high-pressure water jets supplemented with compressed air to remove all loose material. Immediately
before filling the cavity, a prime coat of epoxy resin , Type III , Grade I, shall be applied to the dry cleaned
surface of all sides and bottom of the cavity. The prime coat shall be applied in a thin coating and
scrubbed into the surface with a stiff-bristle brush. Pooling of epoxy resin shall be avoided. The cavity
shall be filled with epoxy resin mortar or a Grade III epoxy resin. Mortar mixtures shall be proportioned
as directed and shall be mixed, placed, consolidated, and cured as directed. Epoxy resin mortars shall be
made with Type III, Grade 1, epoxy resin , using proportions and mixing and placing procedures as
recommended by the manufacturer and approved by the Airport. Any repair material on the surrounding
surfaces of the existing concrete shall be removed before it hardens.
METHOD OF MEASUREMENT
281-4.1 Concrete Crack or Joint Repair will be measured by the linear foot acceptably cleaned and
sealed at the appropriate locations.
281-4 .2 Joint sealing used in conjunction with concrete comer or full depth concrete slab replacement
will not be measured for separate payment.
281-4.3 Work completed and accepted under this item and measured as provided above will be paid for
at the contract unit prices bid per lump sum for Concrete Pop Out Repair accepted in-place, which price
shall be full compensation for furnishing, transporting and placing materials, including the preparation of
pop outs and processing of materials; for spreading, finishing, and curing; filling, pop outs; and for all
labor, equipment, testing, tools and incidentals necessary to complete the work.
PAYMENT
281-5.1 Work completed and accepted under this item will be paid for at the contract unit price per
linear foot for Concrete Crack Repair or Concrete Joint Repair, which price shall be full compensation for
furnishing all labor, tools, equipment, materials, and incidentals necessary to complete the work.
281-5.2 Joint sealing used in conjunction with concrete comer or full depth concrete slab replacement
will not be paid for separately, but shall be considered subsidiary to the item in which it is contained.
281-5 .3 Work completed and accepted under this item will be paid for at the contract unit price per
lump sum for Concrete Pop Out Repair, which price shall be full compensation for furnishing all labor,
tools, equipment, materials, and incidentals necessary to complete the work
SS-281-2
Payment will be made under:
Item SS-281-5.1
Item SS-281-5 .2
Item SS-230-5.3
Concrete Crack Repair -per linear foot
Concrete Joint Repair -per linear foot
Concrete Pop Out Repair -per lump sum
END OF ITEM SS-281
SS-281-3
EXISTING DOWEi BARS CUT Off AND Bf Pl ACEP ;r fBOM
EXISTING. NEW OO WEL 8/.RS SHOULD MATCH TH[ SIZE , \
T'l'P[, ANO SPACING OF EXISTI NG BARS WHERE PRACTICAL._ \
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E>.l!SJl.tfG ... JQ!Jft --~, q r-,.,:'·.11 .• :· \
OBILL .. mO ... te.olO'. .. JJt.cl!ARS. AT \~;oi~T~c::~c~~q ··-..... .. __________ _
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Sl.>WC\/1 ... CWN. ... >t::R.TJ.CI\L . ..ED.GE .. MQJ
REMOVE EXISTING PAVE MENT IN
ACCORDANCE WITH ITE M P-101
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IN ACCORDANCE WITH IT[M '1 SS-230
SMQQil::1 f eQXl CAMEO
DOWEL. SEE oown BAR q
SPECIFICATION TABLE FOR
SIZE ANO SPACING
VARIES
EXISTING JOINT
d
d
SYMBOLS
l!lll!ffll SEAlANT
ROD BACK-UP MAT(RIAL
CLOSED-CELL RESILIENT FOAM
OR SPONGE RUBBER
LI MITS or REP AIR
DOW EL BAR SPEC IFICATIONS
SLAB THICKNESS DOWEL DIAMETER DOWEL L£NGTH OOW[L SPACING .•. 12 · ,.-12"
20· 15•
20· .•. ,· ,.. ...
4 -----------~
, 4<1 ··-····;t'lc%'t?R~~'{-~i~f~S
DET A IL A-CONCRETE CORNER REPLACEMENT DETAIL
SCALE : NONE
REMOVE PAVOAENT WITHIN LIMITS OF REPAIR
2. COMPACT ANO RESTORE BASE MATERIAL
3. INSTALL NEW DOWEL BARS ANO/OR TIE-BARS AS REQUIRED.
TIE-BARS SHALL BE INSTA1..L£0 INTO REPAIR SL.AB . DOWEL BARS
SHALL BE INSTALLED INTO ,4,[),JAC[NT SLABS
-4 . fill THE REPAIR AR£A WITH CONCRETE ANO FINISH SURFACE
5 . AFTER CURING SAW All JOINTS ANO SEAL PER DETAIL 0
lll,l!,.U,,,.l!:LS~i[S ... ~
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10• MIN. -,J
l&!,!!Sl'J:BS.LJOl~LfilLC_.QR .t ._/
JOINT JYPf C OR f
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DET A IL E -DOWEL BA RS AT SLAB CORNERS (PLAN VIEW)
SCALE: NON E
EXISTING PM'EMENT
\ SS-230
\ ... EX!SJING ... 00.WELBABS ... C.Ul .Qf.I .mO_RteJ&Ell ... J.:.[ROM
EXISTING. NEW DOWEL BARS SHOULD MATCH THE SIZE,
TYPE. AND SPACING Of EXISTING BARS WHERE PRACTICAL
DETAIL B -FULL DEPTH CONCRETE SLAB REPLACEMENT DETAIL
SCAL[: NONE
REMOVE PAVEMENT WITHIN LI MITS Of REPAIR
2. COMPACT ANO RESTORE BASE MATERIAL
J . INSTALL NEW DOWEL BARS AS REQUIRED
4. FILL THE REPAIR AREA WITH CONCRETE. BEING SURE TO
CO NSOLIDATE THE CONCRETE ALONG THE LIMITS Of REPAIR .
EXERCISE CAUTION WHEN 'NORKING ADJACENT TO EXISTING CONCRETE
FACES, PARTICULARLY DURING CONSOLIDATION, AND WATCH FOR
SEGREGATION Of THE CONCRETE. FINISH THE SURFACE TO MATCH
EXISTING SURFAC E WHE N PRACTICAL
5. AFTER THE CONCRETE CURES, SAW CUT ALL JOINTS ANO SEAl PER
DETAIL 0
Pl ACE PRIME COAT IN
ACCORDANCE WITH ITEM
SS-211
r-EXlSIJ~G .. tlOL.MJ.M
/ ASPHALT. TYP1CAL
WITHI N LIMITS OF REPAIR 1N
ACCORDANCE WITH ITE M
SS -220
DETAIL C -HMA SURFACE REPLACEMENT DETAIL
SCALE: NONE
TIE -BAR RE INFORCEMENT SPECIFICATIONS
.... .EIEY.EJ.. .. .J.OJ.~t.Jri:.10.Y.._:_
DEPTH O 45· BY SAWCUT
OR GRINDING .
SLAB THICKNESS REBAR SIZE
S: 1 r f4 TIE-BAR
> 1 r #5 TIE-&.R
1 L.~
t.4 1Nlr.lUM
I
DETAIL D -CONSTRUCTION JOINTS
SCALE: NONE
FlEGISTRATION NO.
F-5 7 13
PAVEMENT
MAJNIDW.CE
DETAJlS
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Cl.
JOB NO.: 10081200
DATE : NOV. 20 10
DESIGNED BY: BMN
DRAWN BY: BMN
-ISOOICONC>+O,, --o-,·
lfllOlONCN:IION
-$HC'Cl.AD.IUST
$C.lilSJCallO'Q.,.
SHEET NUMBER
1
City of Fort Worth, Texas
Mayor and Council Communication
COUNCIL ACTION: Approved on 7/8/2008
DATE: Tuesday, July 08, 2008
LOG NAME: 30WAGE RA TES
SUBJECT:
REFERENCE NO.: **G-16190
Adopt 2008 Prevailing Wage Rates for City-Awarded Public-Works Projects
RECOMMENDATION:
It is recommended that the City Council adopt the attached 2008 Prevailing Wage Rates for City-awarded
public works projects.
DISCUSSION:
Texas Government Code Chapter 2258 requires that a public body awarding a contract for public works
shall determine the general prevailing rate of per diem wages for each craft or type of worker needed to
execute the contract, and shall specify In the bid documents and in the contract the prevailing wage rates in
that locality.
Each year The Quoin Chapter of the Associated General Contractors, in conjunction with the Association of
Builders and Contractors (ABC) and the American Sub-Contractors Association (ASA), conducts a wage
rate survey for North Texas construction . The attached 2008 Prevailing Wage Rate data was compiled from
that survey .
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that this action will have no material effect on City funds.
TO Fund/Account/Centers
Submitted for City Manager's Office b_y_;_
Originating Department Head:
Additional Information Contact:
FROM Fund/Account/Centers
Fernando Costa (8476)
A. Douglas Rademaker (6157)
Eric Bundy (7598)
HEAVY & IDGHW AY CONSTRUCTION
PREVAILING WAGE RATES 2008
Air Tool Operator
Asphalt Distributor Operator
Asphalt Paving Machine Operator
Asphalt Raker
Asphalt Shoveler
Batching Plant Weigher
Broom or Sweeper Operator
Bulldozer Operator
Carpenter
Concrete Finisher, Paving
Concrete Finisher, Structures
Concrete Paving Curbing Machine Operator
Concrete Paving Finishing Machine Operator
Concrete Paving Joint Sealer Operator
Concrete paving Saw Operator
Concrete Paving Spreader Operator
Concrete Rubber
Crane, Clamshell, Backhoe, Derrick, Dragline, Shovel Operator
Electrician
Fla1nrnr
Form Builder/Setter, Structures
Form Setter, Paving & Curb
Foundation Drill Operator, Crawler Mounted
Foundation Drill Operator, Truck Mounted
Front End Loader Operator
Laborer, Common
Laborer, Utility
Mechanic
Milling Machine Operator, Fine Grade
Mixer Operator
Motor Grader Operator, Fine Grade
Motor Grader Operator , Rough
Oiler
Painter, Structures
Pavement Marking Machine Operator
Pipe layer
Reinforcing Steel Setter, Paving
Reinforcing Steel Setter, Structure
Roller Operator, Pneumatic, Self-Propelled
Roller Operator, Steel Wheel, Flat Wheel/Tamping
Roller Operator, Steel Wheel, Plant Mix Pavement
Scraper Operator
Servicer
Slip Form Machine Operator
Spreader Box Operator
Tractor Operator, Crawler Type
Tractor Operator, Pneumatic
Traveling Mixer Operator
Truck Driver, Lowboy-Float
Truck Driver, Single Axle, Heavy
Truck Driver, Single Axle, Light
Truck Driver, Tandem Axle, Semi-Trailer
Truck Driver, Transit-Mix
Wagon Drill, Boring Machine, Post Hole Driller Operator
Welder
Work Zone Barricade Servicer
$10.06
$13 .99
$12.78
$11.01
$ 8.80
$14.15
$ 9.88
$13.22
$12 .80
$12 .85
$13 .27
$12.00
$] 3.63
$12 .50
$13.56
$14.50
$10.61
$14.12
$18.12
$ 8.43
$11.63
$11.83
$13.67
$16.30
$12.62
$ 9.18
$10.65
$16 .97
$11.83
$11.58
$15.20
$14.50
$14 .98
$13.17
$10.04
$11.04
$14 .86
$16.29
$11.07
$10.92
$11.28
$11.42
$12.32
$12.33
$10 .92
$12 .60
$12 .91
$12.03
$14 .93
$11.47
$10 .91
$11.75
$12.08
$14.00
$13 .57
$10 .09
-..
Classification
AC Mechanic
AC Mechanic Helper
Acoustical Ceiling Mechanic
Bricklayer/Stone Mason
Bricklayer/Stone Mason Helper
Carpenter
Carpenter Helper
Concrete Finisher
Concrete Form Builder
Drywall Mechanic
Drywall Helper
Drywall Taper
Drywall Taper Helper
Electrician (Journeyman)
Electrician Helper
Electronic Technician
Electronic Technician Helper
Floor Layer (Resilient)
Floor Laver Helper
Glazier
Glazier Helper
Insulator
Insulator Helper
Laborer Common
Laborer Skilled
Lather
Painter
Painter Helper
Plpefltter
Pioefitter Helper
Plasterer
Plasterer Helper
2008 PREVAILING WAGE RATES
CONSTRUCTION INDUSTRY
I Hcly Rate I Classification
$21.69 Plumber
$12.00 Plumber Helper
$15 .24 Reinforcing Steel Setter
$19 .12 Roofer
$10 .10 Roofer Helper
$16.23 Sheet Metal Worker
$11.91 Sheet Metal Worker Helper
$13.49 Sprinkler Svstem Installer
$13.12 Sprinkler System Installer Helper
$14.62 Steel Worker Structural
$10. 91 Concrete Pump
Crane, Clamsheel, Backhoe, Derrick, D'Line
$13.00 Shovel
$9.00 Forklift
$20.20 Front End Loader
$14.43 Truck Driver
$19 .86 Welder
$12.00 Welder Helper
$20.00
$13.00
$18.00
$13.00
$14 .78
$11.25
$10.27
$13.18
$16.10
$14.83
$8.00
$18.85
$12.83
$17.25
$12.25
Hrly Rate
$20.43
$14.90
$10 .00
$14 .00
$10 .00
$16 .96
$12.31
$18.00
$9.00
$17.43
$20.50
$17. 76
$12 .63
$10.50
$14.91
$16 .06
$9.75
CONTRACTOR COMPLIANCE WITH
WORKERS' COMPENSATION LAW
Pu rsuant to V .T.C.A. Labor Code §406.96 (2000), as amended , Contractor certifies that
it provides workers' compensation insurance coverage for all of its employees employed
on City of Fort Worth Project No . Meacham Airport Pavement Ma intenance (201 1) •
STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
CONTRACTOR
~"-,:z P>mt>~\ S>~\,\djt>n ,\....\...c
T itle: \) ,s...g. ~l\f>~k~
Date : ~\s, b>,.~\
·L Before me , the undersigned authority, on this day personally appeared \ cclA {Y\ .ktn.D>,o.known to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he executed the same as the act
and deed of C ,( , "'Z:_c.,mcs: s U:>Y\~( \",CJ; ~\W\ k Lc , for the purposes and
consideration therein expressed and in the capacity t Merein stated.
Given Under My Hand and Seal of Office this ~ day of ~Ur'>.\-, 20 \ l
Rev 4-15-10
l~t"'r~, KATRINA JACKSON-ANDERSON t . )*j MY COMMISS IO. N EX PIRE S ~ .•• ,..,l,· MIRih 16 201-4 ' ,,..nt'"~ •
\Z~G\,~~ r Pnckoo-
Notary Public inndforthe State of
Texas
filECUTED IN FOUR
PAYMENT BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
Bond No. 71163060
KNOW ALL BY THESE PRESENTS:
That we, (1 ), __ c~. ~c=·~Z=arn=o=ra~C=o=ns=t=r=u=ct=1=· o=n~, ~L=I.C~----as Principal herein, and
(2) ____ WE_s_TERN __ s_URETY ___ c_OMP_ANY _____________ , a corporation organized and
existing under the laws of the State of (3) South Dakota , as surety, are held and firmly bound
unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,
Texas Obligee herein in the amount of Forty-Nine Thousand Seven Hundred Ninety-Seven ' '
__ an_d_7_9/_l_O_O __ ~~ Dollars ($ 49,747. 79 ) for the payment whereof, the said Principal
and Surety bind themselves and their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents:
WHEREAS, the Principal has entered into a certain written contract with the Obligee
dated the 18th day of_--=J=ul=y'-------' 20-11, which contract is hereby referred to and
made a part hereof as if fully and to the same extent as if copied at length, for the following
project: _______ M=e=ac=h=arn=--aAi=·=rpo--=r-t.........__P=av ...... eme==nt=---R=e .... oa=1=· r=s"-------------------
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the
said Principal shall faithfully make payment to each and every claimant ( as defined in Chapter
2253, Texas Government Code, as amended) supplying labor or materials in the prosecution of
the work under the contract, then this obligation shall be void; otherwise, to remain in full force
and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statute, to the same extent as if it were copied at length
herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the
Surety have executed this instrument.
SIGNED and SEALED this 6th day of __ s_e_p_ternbe __ r ______ , 20__:_:_.
ATIEST:
~p~e ~
(SE AL)
SecrQ!~rY:. __ E.,...Whelden, Ass·t Sec.
6-0-___ •• -:---:-~·---~ .. ,.... :/_
::'.{-.:> .E-A· ._ J, . ~ "' ~ . = _•1 ... .. ---. "' -;-. ~
t"'. ,,,,,,,.--- -,,... ....
'
C. C. Zamora Construction, LLC
PRINCIPAL
By:~ '?r------
Name: \?:\}O,~~~~ L.9-.'f<\t)Y ~
Title: \l\~~~'i'J\k
Address: P. o. Box 10396
River Oaks, TX 76114
WESTERN SURETY COMPANY
SURETY
By: CkJiJ,
Name: C. Goodrich , Ass'L Se c.
Attorney in Fact
Address: ----------333 South Wabash Ave., 41st Fl
Chicago, IL 60604
Telephone Number: { 6 05 l 336-0850
NOTE: (1)
(2)
(3)
Correct name of Principal (Contractor).
Correct name of Surety.
State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
/
EXECUTED IN FOUR
PERFORMANCE BOND
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
§
Bond No. 71163060
KNOW ALL BY THESE PRESENTS:
That we, ( 1) C. C. Zamora Construction, LLC
Principal herein, and (2) WESTERN SUREI'Y CCMPANY
corporation organized under the laws of the State of (3) South Dakota and who
as
a
IS
authorized to issue surety bonds in the State of Texas, Surety herein, are held and firmly bound
unto the City of Fort Worth, a municipal corporation located in Tarrant and Denton Counties,
Texas, Obligee herein, in the sum of Forty-Nine Thousand Seven Hundred Ninety-Seven
_an_d_7_9-',../_1 o_o __ Dollars ($ 4 9, 797. 79 ) for the payment of which sum we bind ourselves,
our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, Principal has entered into a certain written contract with the Obligee dated
the lltth_day of~J=u=ly,,_ _____ , 20....ll., a copy of which is attached hereto and made a part
hereof for all purposes, for the construction of Meacham Airport Pavement Repairs
NOW, THEREFORE, the condition of this obligation is such, if the said Principal shall
faithfully perform the work in accordance with the plans, specifications, and contract document s
and shall fully indemnify and hold harmless the Obligee from all costs and damages which
Obligee may suffer by reason of Principal' s default, and reimburse and repay Obligee for all
outlay and expense that Obligee may incur in making good such default, then this obligation
shall be void; otherwise, to remain in full force and effect.
PROVIDED, HOWEVER, that this bond is executed pursuant to Chapter 2253 of the
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of such statute, to the same extent as if it were copied at length
herein.
IN WITNESS WHEREOF, the duly authorized representatives of the Principal and the
Surety have executed this instrument.
SIGNED and SEALED this 6th day of ___ s_e_p_t_embe __ r _____ , 20-2}__.
ATIEST:
~k 5£--
(Principal) ~cretary
(SEAL)
ATIEST:
~2M&v
Sef2 r~afy E. Wbelden, As s·t Sec. --~ /_~-:-=·---~
\:,E~----.-.-: ; -... -
\~~--~ ,_fl : Vt,, .. __ _
Wrt~~s~~~stoSurety
C. C. Zamora Construction, LLC
PRINCIPAL
By~~-4:=::........._----~~~
Address: P, o, Box 10396
River Oaks, TX 76114
WESTERN SURETY COMPANY
SURETY
By:C~L
Name: C. Goodrich ,Ass't. Sec.
Attorney in Fact
Address: ----------333 South Wabash Ave., 41st Fl
Chicago, IL 60604
Telephone Number: ( 605) 336-0850
NOTE: (1)
(2)
(3)
Correct name of Principal (Contractor).
Correct name of Surety.
State of incorporation of Surety
Telephone number of surety must be stated. In addition, an original copy of
Power of Attorney shall be attached to Bond by the Attorney-in-Fact.
The date of bond shall not be prior to date of Contract.
EXBCUTED IN FOUR
THE STATE OF TEXAS
COUNTY OF TARRANT
KNOW ALL BY THESE PRESENTS:
§
§
§
MAINTENANCE BOND
Bond No. 71163060
That ___ c_. _c_._z_am_o_r_a_c_o_n_s_t_ru_c_t_i_o_n .... , _L_LC ___________ ("Contractor''), as
principal, and, WESTERN SUREI'Y COMPANY a corporation organized under the laws of the
State of south Dakota , ("Surety"), do hereby acknowledge themselves to be held and bound to
pay unto the City of Fort Worth, a Municipal Corporation chartered by virtue of Constitution and laws
of the State of Texas, ("City")_in Tarrant County, Texas, the sum of Forty-Nine Thousand Seven Hundred
Ninety-Seven and 79 /100 Dollars
($ 49 797. 79 ), lawful money of the United States, for payment of which sum well and
truly be made unto said City and its successors, said Contractor and Surety do hereby bind
themselves, their heirs, executors, administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however, that:
WHEREAS, said Contractor has this day entered into a written Contract with the City of Fort
Worth, dated the 18thof July , 202!_, a copy of which is hereto attached and made a
part hereof, for the performance of the following described public improvements:
Meacham Ai rpart Pavement Bepai rs ·
the same being referred to herein and in said contract as the Work and being designated as project
number(s) and said contract, including all of the specifications,
conditions, addenda, change orders and written instruments referred to therein as Contract Documents
being incorporated herein and being made a part hereof; and,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct
the work that it will remain in good repair and condition for and during a period of after the date of the
final acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and
condition for said term of Two (2) years; and
WHEREAS, said Contractor binds itself to repair or reconstruct the Work in whole or in
part at any time within said period, if in the opinion of the Director of the City of Fort Worth
Department of , it be necessary; and,
WHEREAS, said Contractor binds itself, upon receiving notice of the need therefore to
repair or reconstruct said Work as herein provided.
NOW THEREFORE, if said Contractor shall keep and perform its said agreement to
maintain, repair or reconstruct said Work in accordance with all the terms and conditions of said
Contract, these presents shall be null and void , and have no force or effect. Otherwise , this
Bond shall be and remain in full force and effect, and the City shall have and recover from
Contractor and Surety damages in the premises as prescribed by said Contract.
This obligation shall be a continuing one and successive recoveries may be had hereon
for successive breaches until the full amount hereof is exhausted.
IN WITNESS WHEREOF, this instrument is executed in _4 ___ counterparts, each of
which shall be deemed an original, this 6th day of September , A.O . 20_1_1 _
ATIEST:
(SE AL)
Secretary
... _,... ___ _
A N EST-: ->--------'.: ~~,~~['. ~ ::
\~-,4~
Secret ary E. Vlhelden, Ass·t Set.
C. C. Zamora Construction, LLC
Contractor
WESTERN SUREI'Y COMPANY
Surety
By:C .• ~
Name: C. Goodrich, Ass't. Sec.
Title: --------------
333 South Wabash Ave., 41st Fl
Chicago, IL 60604
Address
STATE OF SOUTH DAKOTA
County of Minnehaha
ACKNOWLEDGMENT OF SURETY
(Corporate Officer)
On this _2~0_1_1 ___ , before me, a Notary Public in
and for said County, personally appeared c. Goodrich , Ass 't Sec.
personally known to me, who being by me duly sworn, did say that he is the aforesaid officer of WESTERN SURETY
COMPANY, a corporation duly organized and existing under the laws of the State of South Dakota, that the seal affixed to the
foregoing instrument is the corporate seal of said corporation, that the said instrument was signed, sealed and executed on
behalf of said corporation by authority of its Board of Directors, and further acknowledge that the said instrument and the
e x ecution thereof to be the voluntary act and deed of said corporation .
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my official seal the day and year last above
w ritten .
My com.mission expires
Notary Public
Form 103-12-98
.. ~ -: ... -:: . -
. '
Western Surety Company
POWER OF ATTORNEY-CERTIFIED COPY
Bond No . --~7~1=1~6~3=-"-0-°'6~0 ___ _
Know All Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly organized and existing under the
laws of the State of South Dakota, and having its principal office in Sioux Falls, South Dakota (the "Company"), does by these presents
make, constitute and appoint ----~~~~~~·~~-----------------------------
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred, to execute, acknowledge and deliver for and on
its behalf as Surety, bonds for :
Principal: C. C. Zamora Construction, LLC
Obligee: City of Fort Worth
Amount: $500,000.00
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the Senior Vice President, sealed
with the corporate seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said
attorney(s)-in-fact may do within the above stated limitations. Said appointment is made under and by authority of the following
bylaw of Western Surety Company which remains in full force and effect.
"Section 7 . All bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by such
other officers as the Board of Directors may authorize . The President, any Vice President, Secretary, any Assistant Secretary, or the
Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of
the Company. The corporate seal is not necessary for the validity of any bonds , policies, undertakings , Powers of Attorney or other
obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile."
All a uthority hereby conferred shall expire and terminate, without notice , unless used before midnight of -~J~a=n=u=a=r..._y,___..,,1=5"---
2012 , but until such time shall be irrevocable and in full force and effect.
In Witness Whereof, Western Surety Company has caused these presents to be signed by its Senior Vice President, Paul T .
2011
On this 6th day of September , in the year 2011 , before me, a notary public, personally appeared
Paul T. Bruflat, who being to me duly sworn , acknowledged that he signed the above Power of Attorney as the aforesaid officer of
WESTERN SURETY COMPANY and acknowledged said instrument to be the voluntary act and deed o~fs id corporation .
.............. "' .... .,.,.,.,..,.,C.,"tC.,C.,O,C.,"l,C.,C.,f.t+ &
: D. KRELL : ~ R.R
l~NOTARY PUBLIC~I
:~SOUTH DAKOTA~: otary Public· South Dakota
I I
My Commission Expires November 30, 2012
I the undersigned officer of Western Surety Company, a stock corporation of the State of South Dakota, do hereby certify that the
attached Power of Attorney is in full force and effect and is irrevocable , and furthermore , that Section 7 of the bylaws of the Company
as set forth in the Power of Attorney is now in force .
In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this ----=6=t =h~ _____ day of
September , 2011 .
Form F5306-9-2006