HomeMy WebLinkAboutContract 61000-PM1CSC No. 61000-PM1
FORT WORTH
PROJECT MANUAL
FOR
THE CONSTRUCTION OF
Traffic Signal Improvements for Marine Creek Parkway &
Mustang Rock Road/Woodbine Cliff Drive
IPRC Record No. 22-0050
City Project No. CPN 104024
FID No. 30114-0200431-104024-EO7685
File No. K-2959
Mattie Parker
Mayor
David Cooke
City Manager
Michael Owen
City Engineer, Transportation and Public Works Department
�E.. • �F . rFk sift r '.
''*
/CHRISTOPHER M. HARTKE�
..,,
�I 112377 i
0'.
x��..•�
Date: 06/22/2022
Prepared for
The City of Fort Worth
November 2023
�
tnp
teague nail & perkins
5237 N. Riverside Drive, Suite 100
Fort Worth, TX 76137
817.336.5773 ph 817.336.2813 fx
TBPE Registration No. F-230
www.tnDinc.com
EMS 20019
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 5
SECTION 00 00 10
TABLE OF CONTENTS
DEVELOPER AWARDED PROJECTS
Division 00 - General Conditions
Last Revised
00 11 13
Invitation to Bidders
-------
00 21 13
Special Instructions to Bidders
-------
00 41 00
Bid Form
04/02/2014
00 42 43
Proposal Form Unit Price
05/22/2019
0043 13
Bid Bond
04/02/2014
0045 11
04/02/2014
0045 12
Prequalification Statement
09/01/2015
nnv0 4 5 13
Bidder- Pfe,., alifieatie Appliemie03/09/2020
00 45 26
Contractor Compliance with Workers' Compensation Law
04/02/2014
00-45 40
Minority Biasiness Eft4efpfise Goal
08/21/2018
00 52 43
Agreement
06/16/2016
00 61 25
Certificate of Insurance
07/01/2011
0062 13
Performance Bond
01/31/2012
00 62 14
Payment Bond
01/31/2012
00 62 19
Maintenance Bond
01/31/2012
00 72 00
General Conditions
11/15/2017
00 73 00
Supplementary Conditions
07/01/2011
0073 10
Standard City Conditions of the Construction Contract for Developer
01/10/2013
Awarded Projects
Division 01- General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
01 2500
Substitution Procedures
08/30/2013
01 31 19
Preconstruction Meeting
08/30/2013
0i�o
Rro,�oot Meetings
07/01/2011
01 3233
Preconstruction Video
08/30/2013
01 3300
Submittals
08/30/2013
01 35 13
Special Project Procedures
08/30/2013
01 45 23
Testing and Inspection Services
03/20/2020
0i 50 00
Tor o r, ���;';+;�� ��a r��+r�'�
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
07/01/2011
n,�13
Stef... Water Dollatiari lko:•ention Pla
07/01/2011
01 60 00
Product Requirements
03/20/2020
01 66 00
Product Storage and Handling Requirements
04/07/2014
01 70 00
Mobilization and Remobilization
11/22/2016
01 7123
Construction Staking and Survey
02/14/2018
01 74 23
Cleaning
04/07/2014
0177 19
Closeout Requirements
04/07/2014
01 78 23
Operation and Maintenance Data
04/07/2014
017839
Prejeet Ree oM D o axr xxit?
04/07/2014
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkuy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 5
Technical Specifications listed below are included for this Project by reference and can be
viewed/downloaded from the City's website at:
http: //fortworthtexas.goy/tpw/contractors/
or
httUs://anns.fortworthtexas,=/Prof ectResources/
Division 02 - Existing Conditions Last Revised
02 41 13 Seleetivo Sbo D0xio1 I 12/20/2012
rr»�4 T T 44-y n o,,.,,.y l i A l..,n r,, e 12/20/2012
0241 15 Paving Removal 02/02/2016
Division 03 - Concrete
03 30 00 C In Plaao lgefler-ete 12/20/2012
03 34 13 Centr-olled row et engtl, r ate-ia (Cr cra) 12/20/2012
n r� +o u r r �o to ; 1 r,or i vor 12/20/2012
03 80 00 >`,redifie t; o �,-.iai g r, ,,rote ctr,,.4ffes 12/20/2012
Division 26 - Electrical
26 05 00 Common Work Results for Electrical 03/11/2022
2605 10 12/20/2012
26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012
26 05 43 07/01/2011
-26-05 50 Eorfimuniza4ions Multi Duet Conduit 02/26/2016
Division 31- Earthwork
3 1� 1 1000 Site Clearing 03/22/2021
31�o U-nelassified 1~xe ,., t; r 01/28/2013
21�3 Beffe 01/28/2013
21��4 00 Emk--nk-marts 01/28/2013
31�0 Ef s r and Sediment C rt 1 12/20/2012
313600 Wiens 12/20/2012
21�0 ftfap 12/20/2012
Division 32 - Exterior Improvements
2'�2 01 17 Pornkxnznt ,
12/20/2012
3201 19 Tomg
12/20/2012
320129 Gonerote Paving Repa
12/20/2012
27�3 Flexible Base r,,ufses
12/20/2012
'27�0 Lime e T-fe ,to,l Base Gouf
12/20/2012
Z7�3 Gof,. M T-Fe,to,l Base r
12/20/2012
3l 1137 oil FAeAdizaaf
08/21/2015
D
3v n i It Ajgpg
12/20/2012
Z7�3 A.,,-,1.,.,1t n.,,,i _ r,.aek Se laar s
12/20/2012
32 13 13 G,,,. e fete D,..,*
"a
12/20/2012
32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps
12/09/2021
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkuy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 3 of 5
�'�3
Eener-eto 1h rirg Jai~
12/20/2012
2'�
Br-iek U*4 Pwving
12/20/2012
32 16 13
Concrete Curb and Gutters and Valley Gutters
06/10/2022
32 1723
Pavement Markings
06/10/2022
32 1725
Curb Address Pail# ng
11/04/2013
3,2 P. 13
Chain Fences and Gates
12/20/2012
Z7�o
Wire Fences ^n,1 Ci4es
12/20/2012
3,2 P. 29
Wood Fences and Ga4es
12/20/2012
32 32 13
CaGt in Rlase Genew-kete votain- ing Walls
06/05/2018
3291 19
Tapsc�l Plaomi --%tand Finishing of P ",a-ys
12/20/2012
3292 13
12/20/2012
3293 43
d Ehrub,,
12/20/2012
Division 33 - Utilities
3 2�0
12/20/2012
3301 31
03/03/2016
22�0 SO PulW,,ng,&f E',iistirg Fewer- Systems
12/20/2012
2 2�0 E)ipt Bending and >~ l ee -iea 1s lati ,,,
12/20/2012
33 04 lrlr Gorroa�--\n (`efA-ol Tort Stations
12/20/2012
23 04 12 Magne-,�um j'=de C.,ti.edie n - teet e Syst .
12/20/2012
33-04-30 ToirTo&w—y VA4er cep4ees
07/01/2011
33 04 40 Qoaning and A eeeptanee Testi of We - Mains
02/06/2013
33 04 50 Qoanirrg of Sewer- Main
12/20/2012
22�0 icn, Etqe.\,-,odl, o,, :and Baek411
12/12/2016
3305
12/20/2012
3305
01 /22/2016
3305 0
01/22/2016
Adjusting >\a.,nhole3 L��� `7 l.,o R .. o� rd Other- c, ,e
3305 14 ,a
, -eS t
12/20/2012
22�6 C re -ete W er- V. Its
12/20/2012
2 2�T C,,ner-ete r l l afs
12/20/2012
22�0
12/20/2012
22�= Tunnel Liner- Plate
12/20/2012
22�z Stool Gass g Ripe
12/20/2012
3 2�3 Hand Tunneling
12/20/2012
Z2�4
06/19/2013
3 2�v T 4 l; y >\ a. ke -s /T ,.,.., offs
12/20/2012
33 05 30 Location of Existing Utilities
12/20/2012
33 it 05 Belts, and
12/20/2012
33 11 Duet;le T,.e Pipe
12/20/2012
3i3 11 11 TMvc ile 1ioti FiOings
12/20/2012
33 11 11 Pely.,;,-,..1 C le-ide (PVC) D,-.,rwm pipe 11/16/2018
33 1 1 13 Conomto Proocu o Pipe, Dar W,.. pped, Stool Cyli def Type 12/20/2012
3i31111 Bthried Steel Pipe and12/20/2012
33 1210 Watef Serwieo3 1 i�I to 2 ir�i 02/14/2017
331r I 12/20/2012
22�0 Resilient Semed Gate Vale 12/20/2012
1 13 1221 Aix A A Rubbef Seated B„tteffgy Valves 12/20/2012
02/06/2013
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkuy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 4 of 5
33 i2 30 Co`:iNmkia A i Nl l.ye
33 1240
ZZ�O w.,tef e.,.v.* swtione
33 1260 St fidaf-,l T21,..., E) ff 7.,1Y—kJa
22�2 Cured i Dlaee Pipe (CIPD)
33 34 13 Fibs-ngkoge Rgiff foreed Pipe
ZZ�s High Density Pelyethylene
2220 Polyvinyl Chloride
Polyvinyl Chloride
Assemblies f f Potable Water- Syste
h .
.,t
for Gf fa-y;ty gaff ta-r-y Cow
(I-IJPE) Pip ---for C� .,arntaryer
Closed Profile Gravity Sanitary Sewef
12/20/2012
01/03/2014
12/20/2012
06/19/2013
12/20/2012
12/20/2012
12/20/2012
06/19/2013
(PVC)
333121
12/20/2012
333122 mar J ir, 1 i ring
12/20/2012
33 3123 Sanitary Sewer Pipe r 1.,..,
eme t
12/20/2012
ZZ�oo San tafy Sewer- Ser-vice
Conneet;ons .,,..,1 S riaa I.ina
04/26/2013
33 31 70 Combination A` . Valve
for Sanilar rewe,. re fee N4
12/20/2012
33 39 0 Cast i Dlaee Cone-ete
Manholes
12/20/2012
333920 Pr-ee st r, ,,rote >\ anh
lei
12/20/2012
333930 F W,N 'rJr2i
12/20/2012
2 2�0 Wastewater A eeess Ch.,ffibe
- (WAG)
12/20/2012
22�0 Epoxy r ; o s far- San tafy
Sewer- etFuetufes
12/20/2012
33 41 10
07/01/2011
33 41 11 High Density n lyethyloro
(NDPE) lkr aim. D:cir.
12/20/2012
22�2 Reinfer-eed Pol.yethlene
(E7.11'E) Pike
11/13/2015
33 4600 drainage
12/20/2012
3� 4601 Slotted S &-.,n Dr[,,.qs
07/01/2011
33 4602 Teich Dii.--
07/01/2011
33-4910 Cast i Dlaee Manholes
and Junetion Boxes
12/20/2012
11�0 Gtffb and Drog Inks
12/20/2012
33 4940 Storm Dra-nNa^e 14ea .,,.,lls
and Wing..,.,lls
07/01/2011
Division 34 - Transportation
3441 10
Traffic Signals
03/11/2022
34 ^�01
Attaefnnen4 A Eentfeller-
Gabine
12/18/2015
3^ ^�02
Att-aEknnen4 B Gentreller-
Speeifieati
02/2012
3^ ^7T�T1 0.03
01/2012
34 41 11
TeWor-^ -y T',.^ff;e Signals
11/22/2013
24 41 11 13
vo,,,,,ying Tr-af e Signals
12/20/2012
3/1 11 15
Reet gula- R-,fl.' Flashing
Be^^^~
11/22/2013
34 41 16
Re-deatriar: Hybfi
11/22/2013
34 41 20
Roadway Illumination Assemblies
12/20/2012
34 ^�01
Arlzr'J. LED Raadwy
12dmiraiwo
06/15/2015
3n n�02
Freeway LED n,..,dw
.. ridtvKnwi:8s
06/15/2015
34 4120.03
Residoctial LED-
�- : ,,Aminair-as
06/15/2015
34 41 30
Aluminum Signs
11/12/2013
ZA�O
Single Mode ricer-
Optie Cable
02/26/2016
3471 13
Traffic Control
03/22/2021
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkuy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised March 20, 2020
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Appendix
END OF SECTION
Page 5 of 5
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkuy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised March 20, 2020
SPECIAL INSTRUCTIONS TO BIDDERS
Project: TRAFFIC SIGNAL IMPROVEMENTS FOR MARINE CREEK PARKWAY &
MUSTANG ROCK ROAD/WOODBINE CLIFF DIRVE
Owner: Eagle Mountain -Saginaw ISD (EMSISD)
Proiect Bid: The bidding process for this contract shall be under the process of a CSP
(Competitive Sealed Proposal). The lowest and most qualified responsible bidder who can meet
the criteria established in these documents we will be awarded the contract. EMSISD may select
a bidder who is not necessarily the lowest but in their estimation of experience and qualifications
would be the lowest qualified to execute the work.
After the opening of the sealed proposals, the EMSISD shall evaluate and rank each proposal
submitted in relation to the selection criteria set forth below. The EMSISD shall select the proposal
that offers the best value to the EMSISD based on the selection criteria and on the ranking
evaluation; price alone shall not be determinative.
The EMSISD shall use the following criteria (applying the weighting percentages indicated for
each criterion) for the selection of the proposal that offers the best interest and value to EMSISD:
1. Construction Cost 50%
2. Bid Time 20%
3. Qualifications and Experience 15%
4. Reputation/References 15%
Evaluation Criteria:
1. Construction Cost
A. Base Bid Price
B. Alternate Pricing
C. Does the proposal fall within the proposed budget, or if not, what is the ranking
by amount of this proposal to all other proposal?
D. This evaluation ranking shall be based on a value of fifty (50) assigned to the
lowest proposed amount. The lowest proposal amount of all responsive bids will
be divided by each successive proposer amount and multiply the number by the
points assigned (50).
2. Bid Time.
The Contractor shall complete the bid times outlined on the Proposal. EMSISD is interested
in the earliest possible completion date at the lowest cost. The time bid for each item will
be weighted with the CSP. The evaluation ranking shall be based on a value of twenty
(20) assigned to the shortest proposed bid time. The evaluation ranking shall be
accomplished by the same mathematical process as the Construction Cost.
3. Qualifications and Experience
A. Does the firm have the financial strength to provide the requested services?
B. Does the firm appear to have the capability to meet EMSISD's objectives?
C. Does the firm have the equipment and man power to manage the project?
D. How substantial is the firm's recent experience in the construction of all projects of
comparable type, size and complexity?
E. Is the firm knowledgeable and experienced in the current DFW Metroplex
construction market?
F. History and experience of major sub -contractors on the team to be provided.
Quality of subcontractors will be considered.
G. Proposer shall provide the following with the CSP package:
1.Current Financial Statement prepared by an independent certified public
accountant. The Statement shall not be more than one (1) year old. Liquid
assets (current) in the amount of ten (1 0%) percent of the estimated project
costs is required.
2.Letter of Auditor's opinion, if available.
3.Previous years' Balance Sheet, Income State and Change of Financial
Position.
4.List of at least three (3) projects that have been satisfactorily completed by
the Bidder that are of the same general type as included in this Contract,
together with names, addresses and phone numbers of persons familiar
with this work.
S.Other information that may be pertinent to the Bidder's qualifications.
b.List of major sub -contractors that will be used on this project. See list below.
4. Reputation and References
A. Has the firm worked with EMSISD in the past? If so, was the work satisfactory to
EMSISD?
B. Have any of the key personnel worked in EMSISD in the past?
C. Is the firm accessible for warranty management? Is warranty work completed on
time?
D. Does the firm pay subs on time?
E. What is the reputation of the firm regarding demand of construction quality,
history of value engineering processes and its cost effectiveness in relationship to
quality?
F. Claims and Lawsuit History
i. Has your company/organization ever failed to complete any work
awarded to it? No Yes
ii. Are there any suits, judgments, claims, or arbitration proceedings pending
against your company/organization or its officers? No Yes ; if
yes, provide written clarifications.
iii. Has your company/organization filed any lawsuit or requested arbitration
with regard to construction? No Yes ; if yes, provide written
clarification.
G. Proposer shall respond in writing in a manner sufficient to answer these questions
and provide substantial documentation that supports the firms reputation and client
references. Proposer shall provide references of clients name, address, contact
information, project scope and date of project. Reference will be contacted as Dart of
the evaluation process.
The contractor shall submit with his bid a list of all maior sub -contractors to be used including, but
not limited to the following:
• Traffic Signal Improvements
• Concrete Improvements
• Electrical Improvements
• Landscape & Irrigation
The Contractor may include 2-3 sub -contractors within each category if the company has not been
determined.
Award of Contract: The notice of award of contract will be given by EMSISD (hereafter
"OWNER") within ninety (90) days following the opening of bids. The successful bidder shall
submit, within five (5) days after notice of award of contract, a corporate resolution, certificate of
partnership, partnership agreement or joint venture agreement which identifies the person(s)
authorized to execute a contract on behalf of the corporation, partnership, or joint venture.
The successful bidder shall also furnish certificates of insurance that meet the EMSISD requirements
within ten (10) working days after bid opening.
The successful bidder must qualify within two (2) working days after bid opening, by submitting
such additional evidence as EMSISD may require compliance with the terms of these contract
documents. Should the bidder fail to produce evidence which satisfactorily demonstrates to
EMSISD that bidder qualifies for contract award, bidder may be disqualified and the work
awarded to the next most qualified bidder.
Bid Bond: Proposals shall be accompanied by a cashier's check or certified check upon a national
or state bank, or a bid bond from a reliable surety company in an amount not less than five
percent (5%) of the total maximum bid price, as a guarantee that the bidder will enter into a
contract and execute a performance bond and a payment bond within ten (10) days after notice
of award of contract to CONTRACTOR.
Bonds: The successful bidder shall furnish a performance bond in the amount of one hundred
percent (100%) of the contract price, a material and labor payment bond, and a two (2) year
maintenance bond in the amount of one hundred percent (100%) of the contract price. Bonds
must be submitted on the forms provided and must be provided by an approved surety company
holding a permit from the State of Texas to act as surety, or other sureties acceptable to the
OWNER.
One oriainal of the complete bid proposal must be submitted with the Proiect Name clearly
identified on the exterior of the bid Dackaae. The right is reserved, as the interest of EMSISD
may require, to reject any and all bids, and to waive any informality in bids received.
To be considered a responsive CSP, all pages requiring signature, and any/all attachments or
documents requested, must be completed with all requested information, SIGNED and RETURNED
sealed in an envelope or other appropriate package adequate to conceal and contain the
contents prior to the CSP date and time.
• FORM A: CSP RESPONSE FORM
• FORM B: DEVIATION/COMPLIANCE SIGNATURE FORM
• FORM C: NON -COLLUSION STATEMENT
• FORM D: CRIMINIAL BAKCGROUND CHECK AND FELONY CONVICTION NOTIFICATION
• FORM E: NON-RESIDENT BIDDER'S CERTIFICATION
• FORM F: COMPLIANCE CERTIFICATION FORM
• FORM G: CONFLICT OF INTEREST QUESTIONONAIRE — FORM CIQ
• FORM H: NOTIFICATION OF HAZARDOUS MATERIALS AFFIDAVIT
• FORM I: CONTRACTOR DATA FORM
• W-9
Please verify that the documents listed below have been completed, signed, and included in your
CSP prior to submittal. FAILURE TO RETURN THESE DOCUMENTS MAY CAUSE YOUR
CSP TO BE REJECTED.
Rev. 16 — Jul 21
FORM A
CSP RESPONSE FORM
Date: 08/31/2023
The undersigned, in submitting this CSP and endorsement of same, represents that he/she is authorized to obligate
his/her firm, that he/she is an equal opportunity employer and will not discriminate with regard to race, color,
religion, sex, national origin, age or disability unrelated to job performance of this CSP; that he/she will abide by
all the policies and procedures of EM-S ISD; and that he/she has read this entire CSP package, is aware of the
covenants contained herein and will abide by and adhere to the expressed requirements in ALL sections of this
CSP.
Failure to manually sign this CSP Response Form will be reason for the CSP to be rejected.
SUBMITTED BY:
Firm: Bean Electrical LLC
ICIAL Firm Name)
By:
(/ (Original Signature)
Name: Roy E Bean it
(Typed or Printed Name)
Title: VP SouthWest Rea -ion
(Type or Printed Title)
Contact
Representative: Roy E Bean II
Address: 821 E Enon Ave
City/ST/Zip: Fort Worth, TX 76140
Phone #: 817-561-7400
Email: cbean@beanelectrical.com
Taxpayer Identification #: 75-2041750
Prompt Payment Discount: 0 %
MUST BE SIGNED IN INK TO BE
CONSIDERED RESPONSIVE
11 /7/2023
(Date)
Fax #: 817-561-7403
0 Days
NOTE: Submit copy of Bidder's/
Proposer's current W-9 Form
I hereby acknowledge receipt of the following addenda which have been issued and incorporated into the CSP
Document. (Please initial in ink beside each addenda received. If none received. leave blank)
Addendum No. 1
Addendum No. 3
Addendum No. 2 Addendum No. 4
Rev. 16 —Jul 21 Date: 08/31/2023
If'
DEVIATION/COMPLIANCE SIGNATURE FORM
If the undersigned Firm intends to deviate from the Specifications listed in this CSP document, all such deviations
must be listed on this page, with complete and detailed conditions and information included or attached. The
District will consider any deviations in its CSP award decisions, and the District reserves the right to accept or
reject any CSP based upon any deviations indicated below or in any attachments or inclusions.
In the absence of any deviation entry on this form, the Firm assures the District of his/her full compliance with the
Terms and Conditions, Specifications, and all other information contained in this CSP document.
IN No Deviation
❑ Yes Deviations
Finn's Name: Bean Electrical LLC
Authorized Company Official's Name:
Title of Authorized Representative:
Signature of Authorized Company Official:
Date Signed:
Roy E Bean If
(Typed or printed)
4VPSoest Reqion
(Typed or printed)
_!!
11 /7/2023
If yes is checked, please list below. Attach additional sheet(s) if needed.
Rev. 16 — Jul 21
FORM C
NON -COLLUSION STATEMENT
Date: 08/31 /2023
"The undersigned affirms that he/she is duly authorized to execute this CSP, that this company, corporation, firm,
partnership or individual has not prepared this CSP in collusion with any other proposer, and that the contents of
this CSP as to prices, terms or conditions of said CSP have not been communicated by the undersigned nor by any
employee or agent to any other person engaged in this type of business prior to the official opening of this CSP."
Firm's Name: Bean Electrical LLC
Authorized Company Official's Name: Roy E Bean II
(Typed or printed)
Title of Authorized Representative:
Signature of Authorized Company Official:
Date Signed:
11 /7/2023
West Region
(Typed or printed)
Firm hereby assigns to purchaser any and all claims for overcharges associated with this CSP which arise under
the antitrust laws of the United States, 15 USCA Section 1 and which arise under the antitrust laws of the State of
Texas, Business and Commerce Code, Section 15.01.
Rev. 16 — Jul 21
FORM D
Date: 08/31 /2023
CRIMINAL BACKGROUND CHECK AND FELONY CONVICTION NOTIFICATION
(a) CRIMINAL BACKGROUND CHECK
Firm will obtain history record information that relates to an employee, applicant for employment, or agent of the
Firm if the employee, applicant, or agent has or will have continuing duties related to the contracted services; and
the duties are or will be performed on school property or at another location where students are regularly present.
The Firm certifies to the EMSISD before beginning work and at no less than an annual basis thereafter that
criminal history record information has been obtained. Firm shall assume all expenses associated with the
background checks, and shall immediately remove any employee or agent who was convicted of a felony, or
misdemeanor involving moral turpitude, as defined by Texas law, from EMSISD's property or other location
where students are regularly present. EMSISD shall be the final decider of what constitutes a "location where
students are regularly present." Finn's violation of this section shall constitute a material breach and default.
(b) FELONY CONVICTION NOTIFICATION
Texas Education Code, Section 44.034, Notification of Criminal History, Subsection (a), states, "a person or
business entity that enters into a contract with a school district must give advance notice to the District if the
person or owner or operator of the business entity has been convicted of a felony." The notice must include a
general description of the conduct resulting in the conviction of a felony.
Subsection (b) states, "a school district may terminate a contract with a person or business entity if the district
determines that the person or business entity failed to give notice as required by Subsection (a) or misrepresented
the conduct resulting in the conviction." The district must compensate the person or business entity for services
performed before the termination of the contract.
THE FELONY CONVICTION NOTICE IS NOT REQUIRED OF A PUBLICLY -HELD CORPORATION.
I, the undersigned agent for the firm named below, certify that the information concerning criminal background
check and notification of felony convictions has been reviewed by me, the following information furnished is true
to the best of my knowledge, and I acknowledge compliance with this section.
Firm's Name: Bean Electrical LLC
Authorized Company Official's Name: Roy E Bean If
(please print clearly or type)
A. My firm is a publicly -held corporation; therefore, thi reporting requirement is not applicable:
Signature of Company Official: Date:
B. My firm is not owned nor operated by an o-who has been convicted of a felony.
Signature of Company Official: ur—/� C"� Date: 11/7/2023
C. My firm is owned or operated b the following individual(s) who has/have been convicted of a felony:
Name of Felon(s):
Details of Conviction(s):
Signature of Company Official: Date:
FORM D — CONTINUES ON NEXT PAGE ... PAGE 1/2
Rev. 16 — Jul 21
FORM D — CONTINUED
Date: 08/31/2023
PAGE 2/2
Contractor is responsible for the performance of the persons, employees and/or sub -contractors that the contractor
assigns to provide services for the Eagle Mountain -Saginaw ISD pursuant to this CSP on any and all Eagle
Mountain -Saginaw ISD campuses or facilities. Contractor will not assign individuals to provide services at an
Eagle Mountain -Saginaw ISD campus or facility who have a history of violent, unacceptable, or grossly negligent
behavior or who have a felony conviction, without the prior written consent of the Eagle Mountain -Saginaw ISD
Purchasing Department.
Rev. 16 —Jul 21 Date: 08/31 /2023
FORM E
NONRESIDENT BIDDER'S CERTIFICATION
Texas Government Code Chapter 2252 relates to bids by nonresident contractors. The pertinent portions of the
Act are as follows:
Section 2252.001(3)
"Nonresident bidder" means a bidder who is not a resident.
Section 2252.001(4)
"Resident bidder" means a bidder whose principal place of business is in this state, including a
contractor whose ultimate parent company or majority owner has its principal place of business in this
state.
Section 2252.002
A governmental entity may not award a governmental contract to a nonresident bidder unless the
nonresident underbids the lowest bid submitted by a responsible resident bidder by an amount that is not
less than the amount by which a resident bidder would be required to underbid the nonresident bidder to
obtain a comparable contract in the state in which the nonresident's principal place of business is
located.
I certify that Bean Electrical LLC is a
Resident Bidder of Texas as defined in Texas Government C e ection 2252.001(4)
Signature of Authorized Company Official:
w--
Authorized Company Official's Name: Roy E Bean II
■■rtrr�rr��rr�rrerr�rr�rr�rrrrrsrrrrrirrrrrrer�err�rr�rrMrr�rr�rr�rr��rrrrrsrr�
I certify that
is a
Nonresident Bidder of Texas as defined in Texas Government Code Section 2252.001(3) and our principal place
of business is:
City and State:
Signature of Authorized Company Official:
Authorized Company Official's Name:
Rev. 16 —Jul 21 Date: 08/31/2023
FORM F
COMPLIANCE CERTIFICATION FORM
ISRAEL BOYCOT
Pursuant to Texas Government Code Ann. Chapter 2271, as amended, if Contractor is a for -profit organization,
association, corporation, partnership, joint venture, limited partnership, limited liability partnership, or limited
liability company, including a wholly owned subsidiary, majority -owned subsidiary, parent company, or affiliate of
those entities or business associations (specifically excluding sole proprietorships) that exists to make a profit, has
ten (10) or more full-time employees, and the value of the contract with Owner is $100,000 or more, Contractor
certifies to the EMS ISD, by submitting a proposal or signing a contract with the District, that the Contractor does
not boycott Israel and will not boycott Israel during the term of this Agreement.
TERRORIST ORGANIZATIONS
Pursuant to Texas Government Code Ann. Chapter 2252, Contractor verifies and affirms that it is not a foreign
terrorist organization as identified on the list prepared and maintained by the Texas Comptroller of Public
Accounts. If Contractor has misrepresented its inclusion on the Comptroller's list, such omission or
misrepresentation will void this Contract.
ABORTION PROVIDERS
Pursuant to Texas Government Code Ann. Chapter 2272, by submitting a proposal and entering a contract
with EMS ISD on such proposal, the Contractor verifies by its signature below that it is not an abortion provider
or an affiliate of abortion providers, whereby the provider or affiliate receives something of value derived from
state or local tax revenue. Any contract entered into by the District is void if the Contractor has such a prohibited
affiliation or contractual relationship.
ENERGY COMPANY BOYCOTT
As required by Texas Government Code Ann. Chapter 2274, if Contractor has ten (10) or more employees, is
not a sole proprietorship, and if the value of Contractor's proposal has a value of $100,000 or more, Contractor
certifies by submitting Contractor's proposal that it does not boycott energy companies and will not during the
term of any contract with the District, unless excepted by that law.
FIREARM ENTITY/TRADE ASSOCIATION NONDISCRIMINATION
If Contractor is not a sole proprietorship, has ten (10) or more employees, and the value of Contractor's proposal
has a value of $100,000 or more, Contractor certifies by submitting Contractor's proposal that it does not have a
practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association, as
defined by Texas Government Code Ann. Chapter 2274, and will not during the term of any contract with the
District, unless excepted from that law.
CERTIFICATE OF INTERESTED PARTIES
EMS ISD may not enter into certain contracts with a business entity unless the business entity submits a
disclosure of interested parties to the District at the time the Contractor submits the signed contract. Additional
information is available on the Texas Ethics Commission website at
httt)s://www.ethics.state.tx.us/fiIin2info/1295/.
FORM F — CONTINUES ON NEXT PAGE ... PAGE 1/2
Rev. 16 — Jul 21
FORM F — CONTINUED
Date: 08/31/2023
PAGE 2/2
The undersigned acknowledges that if awarded this contract they will comply with all the requirements stated in
this Compliance Certification Form (Form F).
Firm's Name: Bean Electrical LLC
Name of Authorized Company Official
Title of Authorized Company Official
Signature of Authorized Company Official:
Roy E Bean II
(Typed or printed)
VP uth West Region
(Typed or printed)
1 Z5
Date Signed: 11/7/2023
Rev. 16 -Jul 21 Date: 08/31/2023
FORM G
CONFLICT OF INTEREST QUESTIONNAIRE -FORM CIQ
CONFLICT OF INTEREST QUESTIONNAIRE FORM CIQ
For vendor doing business with local governmental entity
This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICE USE ONLY
This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who Date Received
has a business relationship as defined by Section 176.001(1-a) with a local governmental entity and the
vendor meets requirements under Section 176.006(a).
By law this questionnaire must be filed with the records administrator of the local governmental entity not later
than the 7th business day after the date the vendor becomes aware of facts that require the statement to be
filed. See Section 176-006(a-1), Local Government Code.
A vendor commits an offense if die vendor knowingly violates Section 176.006, Local Government Code. An
offense under this section is a misdemeanor.
J Name of vendor who has a business relationship with local governmental entity
N/A
J
Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated
completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which
you became aware that the originally filed questionnaire was incomplete or inaccurate.)
J Name of local government officer about whom the information is being disclosed.
N/A
Name of Officer
J Describe each employment or other business relationship with the local government officer, or a family member of the
officer, as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer.
Complete subparts A and B for each employment or business relationship described. Attach additional pages to this Form
CIQ as necessary.
A. Is the local government officer or a family member of the officer receiving or likely to receive taxable income,
other than investment income, from the vendor?
Yes I No
B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction
of the local government officer or a family member of the officer AND the taxable income Is not received from the
local governmental entity?
Yes I x l No
J Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or
other business entity with respect to which the local government officer serves as an officer or director, or holds an
ownership interest of one percent or more.
J
Check this bo he vendor has given the local government officer or a family member of the officer one or more gifts
as describ48 in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1).
71
11 /7/2023
2fgrlat6re of vendor doing business with the governmental entityDate
Form provided by Texas Ethics Commission www.ethics.state. tx.us Revised 1/1/2021
Rev. 16 — Jul 21
FORM H
Date: 08/31 /2023
NOTIFICATION OF HAZARDOUS MATERIALS AFFIDAVIT
STATE OF TEXAS
COUNTY
Before me, undersigned authority on this day personally appeared/2 e:i3aww:known
to me to be the person whose name is subscribed below, who, on oath stated:
"As the appropriate official of the company, contractor, or subcontractor submitting this affidavit in
conjunction with a bid submitted to the Eagle Mountain -Saginaw ISD, I acknowledge that this
company, contractor, or subcontractor has been notified that copies of the Asbestos Hazard Emergency
Response Act (AHERA) for the school(s) where such company, contractor or subcontractor has been
contracted to perform work are available at the Eagle Mountain -Saginaw ISD, Fort Worth, Texas. I
understand that it is our responsibility to familiarize ourselves with such plans and that it is our
responsibility to inform every worker that we use on this project as to the availability of these plans.
We also acknowledge that we will be required to obtain clearance from the Eagle Mountain -Saginaw
ISD, prior to executing any work on this project."
Name of Company: Bean EI cal LLC
By: Roy E Bean II
Title: VP South West Region
STATE OF TEXAS
COUNTY OF TAR R AN i
Sworn to and subscribed before my hand at NVA',I , Texas this the ��` day of lvovi?m b er
2 A.D.
CHERYLE R. 11 P
�� 2�•Pvr�en Notary Public, Stateto of of Texas '
'-- Comm. Expires 02-29-2024
Nota c in and for County, Texas%';F'o� Notary ID 1$90225
Rev. 16 — Jul 21
FORM I
CONTRACTOR DATA FORM
How long has the company been in business? 39 Years
Date: 08/31/2023
1014*041~'
7 'I'M NO
'pl-' 010 W 01
1. For Purchase Orders: ORDERING ADDRESS:.,
Company Name: Bean Electrical LLC
Address: 821 E Enon Ave
Fort Worth TX, 76140
Business Phone: 817-561-7400 Fax: 817-561-7403
Contact Person: Carlos Salas Email: csalas@beanelectrical.com
Does your company accept orders via email? Yes I X N
If yes, what is the ordering email address? csalas@beanelectrical.com
2. For Payments: REMITTANCE ADDRESS INFORMATION
Company Name: Bean Electrical LLC
Address: 821 E Enon Ave
Fort Worth TX, 76140
Business Phone: 817-561-7400
Contact Person: Cheryle Espree
Fax: 817-561-7403
Email: cespree@beanelectrical.coom
3. For Bid Notifications: BID NOTICES ADDRESS INFORMATION
Company Name: Bean Electrical LLC
Address: 821 E Enon Ave
Fort Worth TX, 76140
Business Phone: 817-561-7400
Contact Person: Andrew Hawkins
Fax: 817-561-7403
Email: ahawkins@beanelectrical.com
Request for Taxpayer Give Form to the
Form 9 • _Y _ __J MA-B _ _J. ILI_I--- ---1 /1ww[i ijcwwJ iww .....v..e 4— rh nn+
(Rev. October2018) '"""""o""" ' """_ _-_ _ _- _ _ _ _-__ -
send to the IRS.
Department of the Treasury
Internal Revenue Service ► Go to www.irs.9oV1FormW9 for instructions and the latest information. i
1 Name (as shown on your income tax return). Name is required on this line; do not leave this line blank.
Bean Electrical, LLC
2 Business name/disregarded entity name, if different from above
m
3 Check appropriate box for federal tax classification of the person whose name is entered on line 1. Check only one of the
4 Exemptions (codes apply only to
rn
m
following seven boxes.
certain entities, not individuals; see
instructions on page 3):
a
o
❑✓ Individual/sole proprietor or ElC Corporation ElS Corporation ElPartnership ❑ Trust/estate
yr
single -member LLC
Exempt payee code (if any)
ai c
❑ Limited liability company. Enter the tax classification (C=C corporation, S=S corporation, P=Partnership) ►
p
Note: Check the appropriate box in the line above for the tax classification of the single -member owner. Do not check
Exemption from FATCA reporting
y
LLC if the LLC is classified as a single -member LLC that is disregarded from the owner unless the owner of the LLC is
code (if any)
T
another LLC that is not disregarded from the owner for U.S. federal tax purposes. Otherwise, a single -member LLC that
IL v
is disregarded from the owner should check the appropriate box for the tax classification of its owner.
�
(OD
❑ Other (see instructions) ►
(Applies to accounts maintained outside the U.S.)
N
5 Address (number, street, and apt, or suite no.) See instructions. Requester's name and address (optional)
cn
821 E. Enon Ave.
6 City, state, and ZIP code
Fort Worth, TX 76140
7 List account number(s) here (optional)
�:MA-1111 Taxpayer Identification Number (TIN)
Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid I Social security number 11
backup withholding. For individuals, this is generally your social security number (SSN). However, fora - m
resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other
entities, it is your employer identification number (EIN). If you do not have a number, see How to get a
TIN, later. or
Note: If the account is in more than one name, see the instructions for line 1. Also see What Name and I Employer identification number
Number To Give the Requester for guidelines on whose number to enter.
M75 -12I0I4 1I7I5I0I
IM Certification
Under penalties of perjury, I certify that:
1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and
2. 1 am not subject to backup withholding because: (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue
Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am
no longer subject to backup withholding; and
3. 1 am a U.S. citizen or other U.S. person (defined below); and
4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct.
Certification instructions. You must crossc�uut item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because
you have failed to report all interest angdilidends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid,
acquisition or abandonment of secut:08 property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and generally, payments
other than interest and dividends ,you( e not required to sign the certification, but you must provide your correct TIN. See the instructions for Part II, later.
Sign Signature of
Here I U.S. person ► /
V
General Instructions
Section references are to the Internal Revenue Code unless otherwise
noted.
Future developments. For the latest information about developments
related to Form W-9 and its instructions, such as legislation enacted
after they were published, go to www.irs.gov/FormW9.
Purpose of Form
An individual or entity (Form W-9 requester) who is required to file an
information return with the IRS must obtain your correct taxpayer
identification number (TIN) which may be your social security number
(SSN), individual taxpayer identification number (ITIN), adoption
taxpayer identification number (ATIN), or employer identification number
(EIN), to report on an information return the amount paid to you, or other
amount reportable on an information return. Examples of information
returns include, but are not limited to, the following.
• Form 1099-INT (interest earned or paid)
Date ► / / 1-7 12,-, 2 3
• Form 1099-DIV (dividends, including those from stocks or mutual
funds)
• Form 1099-MISC (various types of income, prizes, awards, or gross
proceeds)
• Form 1099-8 (stock or mutual fund sales and certain other
transactions by brokers)
• Form 1099-S (proceeds from real estate transactions)
• Form 1099-K (merchant card and third party network transactions)
• Form 1098 (home mortgage interest), 1098-E (student loan interest),
1098-T (tuition)
• Form 1099-C (canceled debt)
• Form 1099-A (acquisition or abandonment of secured property)
Use Form W-9 only if you are a U.S. person (including a resident
alien), to provide your correct TIN.
If you do not return Form W-9 to the requester with a TIN, you might
be subject to backup withholding. See What is backup withholding,
later.
Cat. No. 10231X Form W-g (Rev. 10-2018)
00 41 00
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY
Page 1 of 3
SECTION 00 4100
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY
TO: Eagle Mountain -Saginaw ISD
FOR: Traffic Signal Improvements for Marine Creek Parkway and Mustang Rock Road/Woodbine
Cliff Drive
City Project CPN 104024
No..
Units/Sections: UNIT I: PAVING IMPROVEMENTS
UNIT II: TRAFFIC SIGNAL IMPROVEMENTS
1. Enter Into Agreement
The undersigned Bidder proposes
and agrees, if this Bid is accepted, to enter into an Agreement with Developer in the form included in the
Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents
for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other
terms and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certification
2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO
BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing
with the disposition of Bid Bond.
2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract
award, and will provide a valid insurance certificate meeting all requirements in the
construction contract.
2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any
undisclosed individual or entity and is not submitted in conformity with any collusive
agreement or rules of any group, association, organization, or corporation.
2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or
sham Bid.
2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding.
2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for
the Contract. For the purposes of this Paragraph:
a. "corrupt practice" means the offering, giving, receiving, or soliciting of anything of value
likely to influence the action of a public official in the bidding process.
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM — DEVELOPER AWARDED PROJECTS 00 4100 Bid Form — DAP.docx
Form Revised April 2, 2014
00 41 00
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY
Page 2 of 3
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to
influence the bidding process to the detriment of Developer (b) to establish Bid prices at
artificial non-competitive levels, or (c) to deprive Developer of the benefits of free and
open competition.
c. "collusive practice" means a scheme or arrangement between two or more Bidders, with
or without the knowledge of Developer, a purpose of which is to establish Bid prices at
artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to harm, directly or indirectly, persons
or their property to influence their participation in the bidding process or affect the
execution of the Contract.
3. Prequalification
The Bidder acknowledges that the following work types must be performed only by prequalified
contractors and subcontractors:
a. Concrete Paving Improvements
b. Traffic Signal & Electrical Improvements
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 210 working days after the date
when the Contract Time commences to run as provided in the General Conditions.
4.2. Bidder accepts the provisions of the Agreement to liquidated damages, if applicable, in the event
of failure to complete the Work {and/or achievement of Milestones} within the times specified
in the Agreement.
5. Attached to this Bid
The following documents are attached to and made a part of this Bid:
a. This Bid Form, Section 00 41 00
b. Bid Bond Section 00 43 13 issued by a surety meeting the requirements of the
General Conditions.
c. Proposal Form, Section 00 42 43
d. Prequalification Statement, Section 00 45 12
e. Any additional documents that may be required by Section 12 of the Instructions
to Bidders
f. Bidder pre -qualification application (optional)
g. Forms listed in Special Instructions to Bidders
6. Total Bid Amount
6.1. Bidder will complete the Work in accordance with the Contract Documents for the following
bid amount. In the space provided below, please enter the total bid amount for this project. Only
this figure will be read publicly by the City at the bid opening.
6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid
amount entered below is subject to verification and/or modification by multiplying the unit
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM — DEVELOPER AWARDED PROJECTS 00 4100 Bid Form — DAP.docx
Form Revised April 2, 2014
0041 00
DAP BID FORM FOR PUBLICLY BID PROJECTS ONLY
Page 3 of 3
bid prices for each pay item by the respective estimated quantities shown in this proposal and
then totaling all of the extended amounts.
6.3.
7. Bid Submittal
This Bid is submitte on 11/8/2023 by the entity named below
Respectfully bmi d,
�`�_.--� ---- — _ Receipt is acknowledged of
By: �' the following Addenda: Initial
Roy E Bean II
(Printed Name)
Title: VP South West Region
Company: Bean Electrical LLC
Address: 821 E Enon Ave
Fort Worth, TX 76140
State of Incorporation: Texas
Email: cbean@beanelectrical.com
Phone: 817-561-7400
Addendum No. 1
Addendum No. 2
Addendum No. 3
Addendum No. 4
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION BID FORM — DEVELOPER AWARDED PROJECTS 00 4100 Bid Form— DAP.docx
Form Revised April 2, 2014
UNIT PRICE BID
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
00 42 43
DAP - BID PROPOSAL
Page 1 of 3
Bidder's Proposal
Bidlist
Description
Specification
Unit of
Bid
Unit Price
Bid Value
Item No.
Section No. I
Measure
Quantity
UNIT IV: PAVING IMPROVEMENTS
Division 01 - General Requirements
1 01-1
10170.0100 Mobilization
01 7000 1
LS 1
1 1
$49,810.001
$49,810.00
1
Division 02 - Existing Conditions
02-1
10241.1000 Remove Concrete Pvmt
0241 15 1
SY 1
51 1
$162.501
$8,287.50
02-2
10241.1300 Remove Conc Curb&Gutter
02 41 15
LF
48
$113.00
$5,424.00
02-3
241.0300 Remove ADA Ramp
0241 13
EA
3
$2,939.00
$8,817.00
Division 32 - Exterior Improvements
32-1
3213.0301 4" Conc Sidewalk
32 13 20
SY
46
$125.50
$5,773.00
32-2
3213.0501 Barrier Free Ramp, Type R-1
32 13 20
EA
1
$8,721.00
$8,721.00
32-3
3213.0506 Barrier Free Ramp, Type P-1
32 13 20
EA
4
$7,161.00
$28,644.00
32-4
3216.0101 6" Conc Curb and Gutter
32 16 13
LF
48
$125.00
$6,000.00
32-5
3217.0501 24" SLID Pvmt Marking HAE (W) 32 17 23
LF
80
$21.00
$1,680.00
32-6
3217.1002 Lane Legend Arrow
32 17 23
EA
4
$250.00
$1,000.00
32-7
3217.1004 Lane Legend Only
32 17 23
EA
4
$281.00
$1,124.00
32-8
3217.4306 Remove 24" Pvmt Marking
32 17 23
LF
220
$3.90
$858.00
32-9
9999.0000 Contrast Crosswalk Pvmt Marking
00 00 00
LF
200
$72.00
$14,400.00
Division 33 - Utilities
1 33-1
13305.0103 Exploratory Excavation of Existing
Utilities 33 05 30 1
EA 1
4
$327.001
$1,308.00
TOTAL UNIT
IV: PAVING
IMPROVEMENTS
$141,846.50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Forth Version May 22, 2019
00 42 43_Bid Proposal DAPS -exec
UNIT PRICE BID
Bidlist
Item No.
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
Project Item Information
Description
Specification Unit of Bid
Section No. Measure Quantity
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS
Division 26 - Electrical
00 42 43
DAP - BID PROPOSAL
Page 2 of 3
Bidder's Proposal
Unit Price I Bid Value
26-1
2605.0111 Furnish/Install Elec Sery Pedestal
26 05 00
EA
1
$10,564.00
$10,564.00
26-2
2605.3015 2" CONDT PVC SCH 80 (T)
26 05 33
LF
90
$33.00
$2,970.00
26-3
2605.3016 2" CONDT PVC SCH 80 (B)
26 05 33
LF
340
$46.00
$15,640.00
26-4
2605.3026 3" CONDT PVC SCH 80 (T)
26 05 33
LF
100
$37.00
$3,700.00
26-5
2605.3034 4" CONDT PVC SCH 80 (B)
26 05 33
LF
340
$56.00
$19,040.00
Division 34 - Tra isoortation
34-1
3441.1001 Furnish/Install 3-Sect Signal Head Assembly
3441 10
EA
7
$1,664.00
$11,648.00
34-2
3441.1003 Furnish/Install 5-Sect Signal Head Assembly
3441 10
EA
3
$2,596.00
$7,788.00
34-3
3441.1012 Furnish/Install Ped Signal Head Assembly
3441 10
EA
6
$845.00
$5,070.00
34-4
3441.31 Furnish/Install Audible Pedestrian Pushbutton Station
3441 10
EA
6
$1,902.00
$11,412.00
34-5
3441.1211 Furnish/Install BBU System Internal
3441 10
EA
1
$10,352.00
$10,352.00
34-6
3441.1216 Furnish/Install Hybrid Detection System
3441 10
EA
1
$43,254.00
$43,254.00
34-7
3441.1220 Furnish/Install Model 711 Preemption Detector
3441 10
EA
4
$2,567.00
$10,268.00
34-8
3441.1224 Furnish/Install Preemption Cable
3441 10
EA
685
$3.00
$2,055.00
34-9
3441.1250 Furnish/Install PTZ Camera
3441 10
EA
1
$6,583.00
$6,583.00
34-10
3441.1255 Furnish/Install Communication Modem
3441 10
EA
1
$3,288.00
$3,288.00
34-11
3441.1260 Furnish/Install CAT5 Ethernet Cable
3441 10
LF
925
$3.00
$2,775.00
34-12
3441.1311 5/C 14 AWG Multi -Conductor Cable
3441 10
LF
60
$2.80
$168.00
34-13
3441.1312 7/C 14 AWG Multi -Conductor Cable
3441 10
LF
505
$3.20
$1,616.00
34-14
3441.1315 20/C 14 AWG Multi -Conductor Cable
3441 10
LF
485
$7.80
$3,783.00
34-15
3441.1322 3/C 14 AWG Multi -Conductor Cable
3441 10
LF
580
$2.30
$1,334.00
34-16
3441.1408 NO 6 Insulated Elec Condr
3441 10
LF
30
$2.80
$84.00
34-17
3441.1410 NO 10 Insulated Elec Condr
3441 10
LF
1490
$1.55
$2,309.50
34-18
3441.1413 NO 6 Bare Elec Condr SLID
3441 10
LF
15
$2.80
$42.00
34-19
3441.1414 NO 8 Bare Elec Condr SLID
3441 10
LF
860
$2.45
$2,107.00
34-20
3441.1502 Furnish/Install Ground Box Type B, w/Apron
3441 10
EA
5
$1,448.00
$7,240.00
34-21
3441.1503 Furnish/Install Ground Box Type D, w/Apron
3441 10
EA
1
$2,164.00
$2,164.00
34-22
3441.1601 Furnish/Install 5' Pedestrian Push Button Pole
3441 10
EA
2
$1,183.00
$2,366.00
34-22
3441.1611 Furnish/Install Type 41 Signal Pole
3441 10
EA
1
$14,985.00
$14,985.00
34-23
3441.1613 Furnish/Install Type 43 Signal Pole
3441 10
EA
3
$15,744.00
$47,232.00
34-24
3441.1623 Furnish/Install Mast Arm 16' - 36'
3441 10
EA
1
$7,991.00
$7,991.00
34-25
3441.1624 Furnish/Install Mast Arm 40' - 48'
3441 10
EA
3
$10,022.00
$30,066.00
34-26
3441.1701 TY 1 Signal Foundation
3441 10
EA
2
$1,501.00
$3,002.00
34-27
3441.1703 TY 3 Signal Foundation
3441 10
EA
1
$5,477.00
$5,477.00
34-28
3441.1704 TY 4 Signal Foundation
3441 10
EA
3
$8,081.00
$24,243.00
34-29
3441.1713 Signal Cabinet Foundation - 352i
3441 10
EA
1
$6,853.00
$6,853.00
34-30
3441.1725 Furnish/Install ATC Signal Controller
3441 10
EA
1
$33,003.00
$33,003.00
34-31
3441.1741 Furnish/Install 352i Controller Cabinet Assembly
3441 10
EA
1
$6,303.00
$6,303.00
34-32
3441.1851 Remove RRFB Assembly Double Sided (Solar)
3441 10
EA
3
$2,786.00
$8,358.00
34-33
3441.3050 Furnish/Install LED Lighting Fixture (70 watt ATBO
3441 20
EA
4
$959.00
$3,836.00
Cobra Head)
34-34
3441.3501 Salvage Street Light Pole
3441 20
EA
2
$3,897.00
$7,794.00
34-35
3441.4001 Furnish/Install Alum Sign Mast Arm Mount
3441 30
EA
9
$756.00
$6,804.00
34-36
3441.4108 Remove Sign Panel and Post
3441 30
EA
2
$158.00
$316.00
34-37
3471.0001 Traffic Control
3471 13
MO
3
$2,687.00
$8,061.00
TOTAL UNIT VI: TRAFFI
SIGNA
_ IMPROVEMENTS
$403,944.50
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Forth Version May 22, 2019 00 42 43 Bid Proposal DAPS -exec
SECTION 00 42 43
Developer Awarded Projects - PROPOSAL FORM
UNIT PRICE BID
00 42 43
DAP - BID PROPOSAL
Page 3 of 3
Project Item Information I Bidder's Proposal
Bidlist Specification Unit of Bid
Item No. Description I I I I Unit Price I Bid Value
Section No. Measure Quantity
Bid Summary
UNIT IV: PAVING IMPROVEMENTS $141,846.50
UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS $403,944.50
Total Construction Bidl $545,791.00
This Bid is submitted by the entity named below:
BIDDER: Bean Electrical
821 E. Euon Avenue
Fort 1Vorth, TX 76140
Contractor agrees to complete WORK for FINAL ACCEPTANCE within
CONTRACT commences to run as provided in the General Conditions.
BY:
E. Bean 11
TITLE: VP South Nvest Region
DATE: 11 /7/2023
END OF SECTION
210 working days after the date when the
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS
Form Version May 22, 2019
00 42 43_Bid Proposal DAPS -exec
0045 12
DAP PREQUALIFICATION STATEMENT
Page 1 0171
SECTION 00 4512
DAP — PREQUALIFICATION STATEMENT
Each Bidder is required to complete the information below by identifying the prequalified contractors
and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Maior Work
Tvpe" box nrovide the complete maior work tvpe and actual description as provided by the Water
Department for water and sewer and TPW for paving.
Major Work Type
Concrete Paving Construction/
Reconstruction (Less than 15,000
square yards)
Traffic Signal Improvements
Contractor/Subcontractor Company Name I Prequalification
Expiration Date
Fain Group Sept. 1, 2025
Bean Electrical I March 8, 2025
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above
are currently prequalified for the work types listed.
BIDDER: Bean Electrical LLC
821 E Enon Ave
Fort Worth TX 76140
BBean
(Signature)
TITLE: VP South West Region
DATE: 11 /7/2023
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015 OAP
Form Version September 1, 2015
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of I
1 SECTION 00 45 26
2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it
4 provides worker's compensation insurance coverage for all of its employees employed on City
5 Project No. CPN 104024. Contractor further certifies that, pursuant to Texas Labor Code, Section
6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with
7 worker's compensation coverage.
8
9 CONTRACTOR:
10
11 Bean Electrical LLC By: Roy E Bean,N"
12 Company lease rint)
13
14 821 E Enon Ave Signature:
15 Address
16
17 Fort Worth TX, 76140 Title: VP South West Region
18 City/State/Zip (Please Print)
19
20
21 THE STATE OF TEXAS §
22
23 COUNTY OF TARRANT §
24
25 B ORE ME, the undersigned authority, on this day personally appeared
-�>cf n '� known to me to be the person whose name is
27 subscribed to the foregg ing instrument, and acknowledged to me that he/she executed the same as
28 the act and deed of gtPq cam: r . I L L C for the purposes and
29 consideration therein expressed and in the capacity therein stated.
30 "7 f % day of
31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this
32 Novernber , 2o23
33
34
Em
CHERYLE R. ESPREEl3536Notary Public, State of Texast
Comm. Expires 02 29 2024 Not blic ior the Sta of Texas
37 `� Notary ID i 890225
38 END OF SECTION
39
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cli fDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN104024
Revised April 2, 2014
00 52 43 - 1
Developer Awarded Project Agreement
Pagel of 4
1 SECTION 00 52 43
2 AGREEMENT
3 THIS AGREEMENT, authorized on November 13, 2023 is made by and between the
4 Developer, Eagle Mountain -Saginaw Independent School District authorized to do business in
5 Texas ("Developer") , and Bean Electrical. LLC, authorized to do business in Texas, acting by
6 and through its duly authorized representative, ("Contractor").
7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
8 follows:
9 Article 1. WORK
10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the
11 Project identified herein.
12 Article 2. PROJECT
13 The project for which the Work under the Contract Documents may be the whole or only a part is
14 generally described as follows:
15 Traffic Siznal Improvements for Marine Creek Parkwav & Mustane Rock Road/Woodbine Cliff
16 Drive
17
18 Article 3. CONTRACT TIME
19 3.1 Time is of the essence.
20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
21 Documents are of the essence to this Contract.
22 3.2 Final Acceptance.
23 The Work will be complete for Final Acceptance within 210 working days after the date
24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard
25 City Conditions of the Construction Contract for Developer Awarded Projects.
26 3.3 Liquidated damages
27 Contractor recognizes that time is of the essence of this Agreement and that Developer
28 will suffer financial loss if the Work is not completed within the times specified in
29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of
30 the Standard City Conditions of the Construction Contract for Developer Awarded
31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in
32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not
33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees
34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay
35 Developer Five Hundred Dollars ($500.00) for each day that expires after the time
36 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
37 Acceptance.
CITY OF FORT WORTH Traffic Signal Lnprovements for Marine Creek Plnvy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN104024
Revised June 16, 2016
00 52 43 - 2
Developer Awarded Project Agreement
Page 2 of 4
38 Article 4. CONTRACT PRICE
39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract
40 Documents an amount in current funds of Five Hundred Fortv-Five Thousand Seven Hundred
41 Ninety One and Zero Cents Dollars ($545, 791.00).
42 Article 5. CONTRACT DOCUMENTS
43 5.1 CONTENTS:
44
A. The Contract Documents which comprise the entire agreement between Developer and
45
Contractor concerning the Work consist of the following:
46
1.
This Agreement.
47
2.
Attachments to this Agreement:
48
a. Bid Form (As provided by Developer)
49
1) Proposal Form (DAP Version)
50
2) Prequalification Statement
51
3) State and Federal documents (project specific)
52
b. Insurance ACORD Form(s)
53
c. Payment Bond (DAP Version)
54
d. Performance Bond (DAP Version)
55
e. Maintenance Bond (DAP Version)
56
f. Power of Attorney for the Bonds
57
g. Worker's Compensation Affidavit
58
h. MBE and/or SBE Commitment Form (If required)
59
3.
Standard City General Conditions of the Construction Contract for Developer
60
Awarded Projects.
61
4.
Supplementary Conditions.
62
5.
Specifications specifically made a part of the Contract Documents by attachment
63
or, if not attached, as incorporated by reference and described in the Table of
64
Contents of the Project's Contract Documents.
65
6.
Drawings.
66
7.
Addenda.
67
8.
Documentation submitted by Contractor prior to Notice of Award.
68
9.
The following which may be delivered or issued after the Effective Date of the
69
Agreement and, if issued, become an incorporated part of the Contract Documents:
70
a. Notice to Proceed.
71
b. Field Orders.
72
c. Change Orders.
73
d. Letter of Final Acceptance.
74
75
CITY OF FORT WORTH Traffic Signal Lnprovenients for Marine Creek Plnvy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPNI04024
Revised June 16, 2016
00 52 43 - 3
Developer Awarded Project Agreement
Page 3 of
76 Article 6. INDEMNIFICATION
77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own
78 expense, the city, its officers, servants and employees, from and against any and all
79 claims arising out of, or alleged to arise out of, the work and services to be performed
80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees
81 under this contract. This indemnification provision is specifically intended to operate
82 and be effective even if it is alleLied or proven that all or some of the damaLyes beinL
83 sought were caused, in whole or in part, by anv act, omission or neLliLyence of the city.
84 This indemnity provision is intended to include, without limitation, indemnity for
85 costs, expenses and legal fees incurred by the city in defending against such claims and
86 causes of actions.
87
88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense,
89 the city, its officers, servants and employees, from and against any and all loss, damage
90 or destruction of property of the city, arising out of, or alleged to arise out of, the work
91 and services to be performed by the contractor, its officers, agents, employees,
92 subcontractors, licensees or invitees under this contract. This indemnification
93 provision is specifically intended to operate and be effective even if it is alleged or
94 proven that all or some of the damaues being sought were caused, in whole or in part,
95 by anv act, omission or negligence of the city.
96
97 Article 7. MISCELLANEOUS
98 7.1 Terms.
99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of
100 the Construction Contract for Developer Awarded Projects.
101 7.2 Assignment of Contract.
102 This Agreement, including all of the Contract Documents may not be assigned by the
103 Contractor without the advanced express written consent of the Developer.
104 7.3 Successors and Assigns.
105 Developer and Contractor each binds itself, its partners, successors, assigns and legal
106 representatives to the other party hereto, in respect to all covenants, agreements and
107 obligations contained in the Contract Documents.
108 7.4 Severability.
109 Any provision or part of the Contract Documents held to be unconstitutional, void or
110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
ill remaining provisions shall continue to be valid and binding upon DEVELOPER and
112 CONTRACTOR.
113 7.5 Governing Law and Venue.
114 This Agreement, including all of the Contract Documents is performable in the State of
115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
116 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkivy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN104024
Revised June 16, 2016
117
118
119
120
121
122
123
124
125
126
127
00 52 43 - 4
Developer Awarded Project Agreement
Page 4 of 4
7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement, if other than duly
authorized signatory of the Contractor.
IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties ("Effective Date").
Contractor: Bean Electrical, LLC Developer: Eagle Mountain -Saginaw ISD
Y 7By:
4," (Signature) (Signature)
Roy E. Bean II
(Printed Name)
Title: VP South West Region
Company Name:
Address: 821 E. Enon Ave.
City/State/Zip: Fort Worth, TX 76140
11/6 20z3
Date
Clete Welch
(Printed Name)
Title: Chief Operations Officer
Company name: Eagle Mountain -Saginaw ISD
Address: 1600 Mustang Rock Road
City/State/Zip: Fort Worth, TX 76179
lZ/ol/Wf 3
Date
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkuy & Mustang Rock Road/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN104024
Revised June 16,2016
0062 13- 1
BOND NO. SU 1155282 PERFORMANCE BOND
Page I of 2
1
SECTION 00 62 13
2
PERFORMANCE BOND
3
4
THE STATE OF TEXAS §
5
§ KNOW ALL BY THESE PRESENTS:
6
COUNTY OF TARRANT §
7
That we, Bean Electrical, LLC , known as "Principal" herein and
8
Arch Insurance Company , a corporate surety(sureties, if more than
9
one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
P
10
or more), are held and firmly bound unto the Developer, Eagle Mountain -Saginaw ISD,
11
authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal
12
corporation ("City"), in the penal sum of, Five Hundred Fortv-Five Thousand Seven Hundred
13
Ninety One and Zero Cents Dollars ($ 545,791.00 ), lawful money of the United States, to be
14
paid in Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be
15
made jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs,
16
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
17 WHEREAS, Developer and City have entered into an Agreement for the construction of
18 community facilities in the City of Fort Worth by and through a Community Facilities
19 Agreement, CFA Number ZZ _" 0 I D& ; and
20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded
21 the 13 day of November , 2023, which Contract is hereby referred to and made a part hereof
22 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other
23 accessories defined by law, in the prosecution of the Work, including any Change Orders, as
24 provided for in said Contract designated as Traffic Signal Improvements for Marine Creek
25 Parkway & Mustang Rock Road/Woodbine Cl ff Drive.
26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal
27 shall faithfully perform it obligations under the Contract and shall in all respects duly and
28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
29 specifications, and contract documents therein referred to, and as well during any period of
30 extension of the Contract that may be granted on the part of the Developer and/or City, then this
31 obligation shall be and become null and void, otherwise to remain in full force and effect.
CITY OF FORT WORTI I TrafJic Signal Improvements for Marine Creek Pkuy & Mustang Rock Roadl Woodbine Cliff Drive
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN704024
Revised January 31, 2012
n
006213-2
PERFORMANCE BOND
Page 2 of2
1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Port
3 Worth Division.
4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
6 accordance with the provisions of said statue.
7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
8 this instrument by duly authorized agents and officers on this the 22nd day of
9 January 12024
10
11
12
13
14
15
16 ATTEST:
17
18
19 ( cipal) S retary
20
21
22
23
24
25 fitness as to Principal
27 oB6�('t A L.W
28
29
30
31
32
33
34
35
36
37
.)6
39
40 Witness as to Surety Nicholas Lattarulo
PRINCIPAL:
Bean Electri , LLC
l
BY:
Signature
aY € 1gorltJ :n-- VP 5Lj 90! QK
Name and Title
Address: 821 E. Enon Ave.
Forth Worth. TX 76140
SURETY:
Arch Insurance Comoanv
ll
BY: U
Signature
Susan J. Lattarulo, Attorney -in -Fact
Name and Title
Address: Harborside 3
210 Hudson Street. Ste 300
Jersev Citv. NJ 07311
Telephone Number: 201-743-4000
41
42
43 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
44 from the by-laws showing that this person has authority to sign such obligation. If
45 Surety's physical address is different from its mailing address, both must be provided.
46
47 The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF FORT WORTI I Ti q1jic Signal Improvements for Marine Creek Pkuy & Mustang Rock Road/N%odbine Cliff brine
STANDARD CITY CONDITIONS ._ DEVELOPER AWARDED PROJECTS CPN104024
Revised January 31, 2012
a,
0
BOND NO. SU 1155282
0062 14- 1
PAYMENT BOND
Page I of
1 SECTION 00 62 14
2 PAYMENT BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we, Bean Electrical. LLC known as "Principal" herein, and
8 Arch Insurance Companv , a corporate surety ( or
9 sureties if more than one), duly authorized to do business in the State of Texas, known as
10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Eagle
1 1 Mountain -Saginaw ISD authorized to do business in Texas "(Developer"), and the City of Fort
12 Worth, a Texas municipal corporation ("City"), in the penal, Five Hundred Forty -Five
13 Thousand Seven Hundred Ninetv One and Zero Cents Dollars ($ 545,791.00 ), lawful money of
14 the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum
15 well and truly be made jointly unto the Developer and the City as dual obligees, we bind
16 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally,
17 firmly by these presents:
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth, by and through a Community Facilities
20 Agreement, CFA Number 22--0[0& ; and
21 WHEREAS, Principal has entered into a certain written Contract with Developer,
22 awarded the 13 day of November , 2023, which Contract is hereby referred to and made a
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor
24 and other accessories as defined by law, in the prosecution of the Work as provided for in said
25 Contract and designated as Traffic Signal In7provernents for Marine Creek Parkway & Miistang
26 Rock Road/Woodbine Cliff Drive.
27 NOW, THEREFORE, THE CONDITION OF TIIIS OBLIGATION is such that if
28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in
29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
31 force and effect.
ci TY OF FORT WORTI I Traffic Signal InrprovenienLs for A/urine Creek P!n y R Mustang Rock Roac//fd oodGine Cliff Drive
STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS CPN104024
Revised January 31, 2012
006214-2
PAYMENTBOND
Page 2 of 2
1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
3 accordance with the provisions of said statute.
4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the 22nd day of
6 January , 2024 .
7
8
9
10
11
12
13
14
ATTEST:
W
aimc�,to Principal
PRINCIPAL:
Bean Electrj LLC
BY: 7�)
—Py -E BtF.4"J.�p V? $w yR7ti1
Name and Title
Address: 821 E. Enon Ave.
Fort Worth, TX 76140
SURETY:
Arch Insurance Company
ill 4
ATTEST: BY:
Signatu're
Not Applicable Susan J. Lattarulo, Attorney -in -Fact
(Surety) Secretary Name and Title
Address: Harborside 3
210 Hudson Street. Ste 300
_ Jersey City, NJ 07311
i
Witness as to Surety Nicholas Lattarulo
Telephone Number: 201-743-4000
Note: If signed by an officer of the Surety, there must be on file a certified extract from the
bylaws showing that this person has authority to sign such obligation. If Surety's physical
address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
END OF SECTION
CITY OP FORT woi;m I Traffic Signal Lnprovements for Marine G•eek Pkivy & Aluslang Rock RoadMoodbine Cl JfDrive
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN104024
Revised January 31, 2012
BOND NO. SU 1155282
006219-1
MAINTENANCE BOND
Pagel of 3
1 SECTION 00 62 19
2 MAINTENANCE BOND
3
4 THE STATE OF TEXAS §
5 § KNOW ALL BY THESE PRESENTS:
6 COUNTY OF TARRANT §
7 That we Bean Electrical, LLC known as "Principal" herein
8 and Arch Insurance ComDanv a corporate surety (sureties, if more
9 than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether
10 one or more), are held and firmly bound unto the Developer, Crowley ISD, authorized to do
1 I business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation
12 ("City"), in the sum of Five Hundred Forty -Five Thousand Seven Hundred Ninety One and Zero
13 Cents Dollars ($ 545,791.00 ), lawful money of the United States, to be paid in Fort Worth,
14 Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the
15 Developer and the City as dual obligees and their successors, we bind ourselves, our heirs,
16 executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
17
18 WHEREAS, Developer and City have entered into an Agreement for the construction of
19 community facilities in the City of Fort Worth by and through a Community Facilities
20 Agreement, CFA Number Z2'6106, ; and
21 WHEREAS, the Principal has entered into a certain written contract with the Developer
22 awarded the 13 day of November , 2023, which Contract is hereby referred to and a made
23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor
24 and other accessories as defined by law, in the prosecution of the Work, including any Work
25 resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for
26 in said Contract and designated as Traffic Signal Improvements for Marine Creek Parkway &
27 Mustang Rock Road/Woodbine Cliff Drive; and
28
29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
30 accordance with the plans, specifications and Contract Documents that the Work is and will
31 remain free from defects in materials or workmanship for and during the period of two (2) years
32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
33
CITY OF FORT WORTI I Traffic Signal Improvements for Marine G-eek Pkvy & Alustang Rock Road/Woodbine CiffDrive
STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS CPN104024
Revised January 31, 2012
006219-2
MAINTENANCE BOND
Page 2 of 3
1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
2 upon receiving notice from the Developer and/or City of the need thereof at any time within the
3 Maintenance Period.
4
5 NOW THEREFORE, the condition of this obligation is such that if Principal shall
6 remedy any defective Work, for which timely notice was provided by Developer or City, to a
7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to
8 remain in full force and effect.
9
10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely
1 1 noticed defective Work, it is agreed that the Developer or City may cause any and all such
12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne
13 by the Principal and the Surety under this Maintenance Bond; and
14
15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in
16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort
17 Worth Division; and
18
19 PROVIDED FURTHER, that this obligation shall be continuous in nature and
20 successive recoveries may be had hereon for successive breaches.
21
22
23
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkivy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS CPN104024
Revised January 31, 2012
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006219-3
MAINTENANCE BOND
Pagc 3 of 3
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the 22nd day of January
20 24
PRINCIPAL:
Bean Electrip . LLC
BY: -
ignature
ATT
rincipal) cretary
4�
Witness as to Principal
ATTEST:
Not Applicable
(Surety) Secretary
Witness as to Surety Nicholas Lattarulo
Name and Title
Address: 821 E. Enon Ave.
Fort Worth. TX 76140
SURETY:
Arch Insurance Company
BY: \bJJl�1l1I 1_
Signature
Susan J. Lattarulo, Attorney -in -Fact
Name and Title
Address: Harborside 3
210 Hudson Street, Ste 300
Jersey City, NJ 07311
Telephone Number: 201-743-4000
*Note: If signed by an officer of the Surety Company, there must be on file a certified extract
from the by-laws showing that this person has authority to sign such obligation. If
Surety's physical address is different from its mailing address, both must be provided.
The date of the bond shall not be prior to the date the Contract is awarded.
CITY OF PORT WORTII Traffic Signal Improvements for Marine Creek Pkrvy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS CPN104024
Revised January 31, 2012
IMPORTANT NOTICE TO ALL TEXAS POLICYHOLDERS
IMPORTANT NOTICE AVISO IMPORTANTE
To obtain information or make a complaint:
You may call Arch Insurance Group's toll -free
telephone number for information or to make a
complaint at:
1-866413-5550
You may also write to Arch Insurance Group at:
Arch Insurance Group
Harborside 3
210 Hudson Street, Suite 300
Jersey City, NJ 07311-1107
You may contact the Texas Department of
Insurance to obtain information on companies,
coverages, rights or complaints at:
1-800-252-3439
You may write the Texas Department of
Insurance:
P.O. Box 149091
Austin, TX 78714-9091
Fax: (512) 490-1007
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your
premium or about a claim you should contact
the Arch Insurance Group first. If the dispute is
not resolved, you may contact the Texas
Department of Insurance.
ATTACH THIS NOTICE TO YOUR POLICY:
This notice is for information only and does not
become a part or condition of the attached
document.
Para obtener informacion o para someter una
queja:
Usted puede Ilamar al numero de telefono gratis
de Arch Insurance Group para informacion o
para someter una queja al:
1-866-413-5550
Usted tambien puede escribir a Arch Insurance
Group:
Arch Insurance Group
Harborside 3
210 Hudson Street, Suite 300
Jersey City, NJ 07311-1107
Puede comunicarse con el Departamento de
Seguros de Texas para obtener informacion
acerca de companias, coberturas, derechos o
quejas al:
1-800-252-3439
Puede escribir al Departamento de Seguros de
Texas:
P.O. Box 149091
Austin, TX 78714-9091
Fax: (512) 490-1007
Web: http://www.tdi.texas.gov
E-mail: ConsumerProtection@tdi.texas.gov
DISPUTAS SOBRE PRIMAS O RECLAMOS:
Si tiene una disputa concerniente a su prima o a
un reclamo, debe comunicarse con el Arch
Insurance Group primero. Si no se resuelve la
disputa, puede entonces comunicarse con el
departamento (TDI).
UNA ESTE AVISO A SU POLIZA: Este aviso es
solo para proposito de informacion y no se
convierte en parte o condicion del documento
adjunto.
00 ML0042 44 04 16 Page 1 of 1
This Power of Attorney liuuits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated
Not valid for Note, Loan, Letter of Credit, Currency Rate, Interest Rate or Residential Value Guarantees.
POWER OF ATTORNEY
Know All Persons By These Presents:
That the Arch Insurance Company, a corporation organized and existing under the laws of the State of Missouri, having its principal administrative office in Jersey City,
New Jersey (hereinafter referred to as the "Company") does hereby appoint:
Kelli C Housworth, Sarah Heineman, Susan J. Lattarulo, Thomas F McCoy Jr and Travis J Robles of Denver, CO (EACH)
its true and lawful Attorncy(s)in-Pact, to make, execute, seal, and deliver from the date of issuance of this power for and on its behalfas surety, and as its act and deed:
Any and all bonds, undertakings, recognizanccs and other surety obligations, in the penal sum not exccedina One I-Iundred Fifty Million Dollars ($ 150.000.000.00).
This authority does not permit the same obligation to be split into two or more bonds In order to bring each such bond within the dollar limit of authority as set forth
herein.
The execution of such bonds, undertakings, recognizanccs and other surety obligations in pursuance of these presents shall be as binding upon the said Company as
fully and amply to all intents and purposes, as if the same had been duly executed and acknowledged by its regularly elected officers at its principal administrative
office in Jersey City, Ncw Jcrsey.
This Power of Attorney is executed by authority of resolutions adopted by unanimous consent of the Board of Directors of the Company on August 31, 2022, true and
accurate copies of which arc hcreinafter set forth and arc hereby certified to by the undersigned Secretary as being in full force and effect:
"VOTED, That the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business Division, or their
appointees designated in writing and filed with the Secretary, or the Secretary shall have the power and authority to appoint agents and attorneys -in -fact, and to
authorize them subject to the limitations set forth in their respective powers of attorney, to execute on behalf of the Company, and attach the seal of the Company
thereto, bonds, undertakings, recognizanccs and other surety obligations obligatory in the nature thereof, and any such officers of the Company may appoint agents for
acceptance of process."
']'his Power of Attorney is signed, scaled and certified by facsimile under and by authority of the following resolution adopted by the unanimous consent of the Board of
Directors ofthe Company on August 31, 2022:
VOTED, That the signature of the Chairman of the Board, the President, or the Executive Vice President, or any Senior Vice President, of the Surety Business
Division, or their appointees designated in writing and filed with the Secretary, and the signature of the Secretary, the seal of the Company, and certifications by the
Secretary, may be affixed by facsimile on any power of attorney or bond executed pursuant to the resolution adopted by the Board of Directors on August 31, 2022, and
any such power so executed, scaled and certified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon the
Company. In 'Testimony Whereof, the Company has caused this instrument to be signed and its corporate seal to be affixed by their authorized officers, this 28°i day
of July, 2023.
Attested and Certified rgr 6 Arch Insurance Company
♦ We4t,
SFhI
�,
�4TY
Regan .Shulman, Secretary Stephen C. Ruschak, Executive Vice President
STATE OF PENNSYI.VANIA SS
COUNTY OF PHILADELPHIA SS MI3s0Yt�
1, Michele Tripodi, a Notary Public, do hereby certify that Regan A. Shulman and Stephen C. Ruschak personally known to me to be the same persons whose names
are respectively as Secretary and Executive Vice ]'resident of the Arch Insurance Company, a Corporation organized and existing under the laws of the State of
Missouri, subscribed to the foregoing instrument, appeared before me this day in person and severally acknowledged that they being thereunto duly authorized signed,
sealed with the corporate seal and delivered the said instrument as the free and voluntary act of said corporation and as their own free and voluntary acts for the uses and
purposes therein set forth.
COt11+bOMVIaUhOfPRlltlyj1Y*1(0•tlORgy$Lm AMicAi'l
L�MICHEU Tg40M, Ilothry hb4fe 41.AhpedetphiaCo�ypodi, Notarf Public
WCaninlsslontttplresJnly342M5 M commission expires blic 25
CERTIFICATION Cottar8l0Mwurplw114Q622 Y P
1, Regan A. Shulman, Secretary of the Arch Insurance Company, do hereby certify that the attached Power of Attorney dated July 28, 2023 on behalf ofthc person(s)
as listed above is a true and correct copy and that the same has been in full force and effect since the date thereof and is in full force and effect on the date of this
certificate; and I do further certify that the said Stephen C. Ruschak, who executed the Power of Attorney as Executive Vice President, was on the date of execution of
the attached Power of Attorney the duly elected Executive Vice President of the Arch Insurance Company.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the Arch Insurance Company on this 22 day of January
2024
s C/ x/ V
Rcbefi A. Shulman, Secretary
This Power of Attorney limits the acts of those named therein to the bonds and undertakings specifically named therein and they have no authority to bind the Company
except in the manner and to the extent herein stated.�nfr~i.\
PLEASE SEND ALL CLAIM INQUIRIES RELATING TO THIS BOND TO THE FOLLOWING ADDRESS: Cgs Vkh$006
Arch Insurance —Surety Division
3 Parkway, Suite 1500 Philadelphia, PA 19102
To verify the authenticity of this Power of Attorney, please contact Arch lrsurunce Company at SuretyAuthentic@archinsurance.com
Please refer to the above named Attorney -in -Fact and the details of the bonny to which the power is attached.
AICPOA040120 Printed in U.S.A.
Attachment Code: D618544 Master ID: 1486517, Certificate ID: 20212702
WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 04-84)
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perform work under a written contract that requires you to obtain this agreement from us.)
This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule.
Schedule
ALL PERSONS AND/OR ORGANIZATIONS THAT ARE REQUIRED BY WRITTEN CONTRACT OR
AGREEMENT WITH THE INSURED, EXECUTED PRIOR TO THE ACCIDENT OR LOSS, THAT WAIVER OF
SUBROGATION BE PROVIDED UNDER THIS POLICY FOR WORK PERFORMED BY YOU FOR THAT
PERSON AND/OR ORGANIZATION
This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated.
(The information below is required only when this endorsement is issued subsequent to preparation of the policy.)
Endorsement Effective 12/1/2023 Policy No. WC 3116889-01 Endorsement No.
Insured Bean Electrical, LLC Premium $
Insurance Company Zurich American Insurance Company Countersigned
by
WC124 (4-84) Copyright 1983 National Council on Compensation Insurance, Inc. Page 1 of 1
WC 00 03 13
Attachment Code: D618545 Master ID: 1486517, Certificate ID: 20212702
Waiver Of Subrogation (Blanket) Endorsement ZURICH
Policy No. Eff. Date of Pol. Exp. Date of Pol. Eff. Date of End. Producer No. Add'I Prem Return Prem
GLO 3116890-01 12/1/2023 12/1/2024 12/1/2023 09079000
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
This endorsement modifies insurance provided under the:
Commercial General Liability Coverage Part
The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition:
If you are required by a written contract or agreement, which is executed before a loss, to waive your rights of
recovery from others, we agree to waive our rights of recovery. This waiver of rights shall not be construed to
be a waiver with respect to any other operations in which the insured has no contractual interest.
UGL-925-B CW (12/01)
Page 1 of 1
Attachment Code: D618546 Master ID: 1496517, Certificate ID: 20212702
Additional Insured -- Automatic — Owners, Lessees Or
Contractors
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
Policy No. GLO 3116890-01 Effective 12/1/2023
This endorsement modifies insurance provided under the:
Commercial General Liability Coverage Part
ZURICH
A. Section II —Who Is An Insured is amended to include as an additional insured any person or organization whom you
are required to add as an additional insured under a written contract or written agreement executed by you, but only
with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" and subject to the
following:
1. If such written contract or written agreement specifically requires that you provide that the person or organization
be named as an additional insured under one or. both of the following endorsements:
a. The Insurance Services Office (ISO) ISO CG 20 10 (10/01 edition); or
b. The ISO CG 20 37 (10/01 edition),
such person or organization is then an additional insured with respect to such endorsement(s), but only to the
extent
that "bodily injury", "property damage" or "personal and advertising injury" arises out of:
(1) Your ongoing operations, with respect to Paragraph 1.a. above; or
(2) "Your work", with respect to Paragraph 1.b. above,
which is the subject of the written contract or written agreement.
However, solely with respect to this Paragraph 1., insurance afforded to such additional insured:
(a) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs
during the policy period and subsequent to your execution of the written contract or written agreement;
and
(b) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the
"products -completed operations hazard" unless the written contract or written agreement specifically
requires that you provide such coverage to such additional insured.
If such written contract or written agreement specifically requires that you provide that the person or organization
be named as an additional insured under one or both of the following endorsements:
a. The Insurance Services Office (ISO) ISO CG 20 10 (07/04 edition); or
b. The ISO CG 20 37 (07/04 edition),
such person or organization is then an additional insured with respect to such endorsement(s), but only to the
extent that "bodily injury", "property damage" or "personal and advertising injury" is caused, in whole or in part,
by:
(1) Your acts or omissions; or
(2) The acts or omissions of those acting on your behalf,
U-GL-2162-A CW (02/19)
Includes copyrighted material of Insurance Services Office, Inc., with its permission. Pang. I of a
Attachment Code: D618546 Master ID: 1486517, Certificate ID: 20212702
in the performance of:
(a) Your ongoing operations, with respect to Paragraph 2.a. above; or
(b) "Your work" and included in the "products -completed operations hazard", with respect to Paragraph
2.b. above,
which is the subject of the written contract or written agreement.
However, solely with respect to this Paragraph 2., insurance afforded to such additional insured:
(i) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense
occurs during the policy period and subsequent to your execution of the written contract or written
agreement; and
(ii) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within
the "products -completed operations hazard" unless the written contract or written agreement
specifically requires that you provide such coverage to such additional insured.
3. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that
you provide that the person or organization be named as an additional insured:
a. Under the ISO CG 20 10 (04/13 edition, any subsequent edition or if no edition date is specified); or
b. With respect to ongoing operations (if no form is specified),
such person or organization is then an additional insured only to the extent that "bodily injury", "property damage" or
"personal and advertising injury" is caused, in whole or in part by:
(1) Your acts or omissions; or
(2) The acts or omissions of those acting on your behalf,
in the performance of your ongoing operations, which is the subject of the written contract or written
agreement.
However, solely with respect to this Paragraph 3., insurance afforded to such additional insured:
(a) Only applies to the extent permitted by law;
(b) Will not be broader than that which you are required by the written contract or written agreement to
provide for such additional insured; and
(C) Only applies if the "bodily injury", "property damage" or "personal and advertising injury" offense occurs
during the policy period and subsequent to your execution of the written contract or written
agreement.
4. If neither Paragraph 1. nor Paragraph 2. above apply and such written contract or written agreement requires that
you provide that the person or organization be named as an additional insured:
a. Under the ISO CG 20 37 (04/13 edition, any subsequent edition or if no edition date is specified); or
b. With respect to the "products -completed operations hazard" (if no form is specified),
such person or organization is then an additional insured only to the extent that "bodily injury" or "property damage"
is caused, in whole or in part by "your work" and included in the "products -completed operations hazard", which is
the subject of the written contract or written agreement.
However, solely with respect to this Paragraph 4., insurance afforded to such additional insured:
(1) Only applies to the extent permitted by law;
(2) Will not be broader than that which you are required by the written contract or written agreement to provide
for such additional insured;
(3) Only applies if the "bodily injury" or "property damage" occurs during the policy period and subsequent to
your execution of the written contract or written agreement; and
U-GL-2162-A CW (02/19)
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Attachment Code: D619546 Master ID: 1496517, Certificate ID: 20212702
(4) Does not apply to "bodily injury" or "property damage" caused by "your work" and included within the
"products -completed operations hazard unless the written contract or written agreement specifically
requires that you provide such coverage to such additional insured.
B. Solely with respect to the insurance afforded to any additional insured referenced in Section A. of this endorsement, the
following additional exclusion applies:
This insurance does not apply to bodily injury", property damage or' personal and advertising injuryarising out o
the rendering of, or failure to render, any professional architectural, engineering or surveying services including:
1. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field
orders, change orders or drawings and specifications; or
2. Supervisory, inspection, architectural or engineering activities.
This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision,
hiring, employment, training or monitoring of others by that insured, if the 'occurrence" which caused the "bodily injury"
or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or
the failure to render any professional architectural, engineering or surveying services.
C. Solely with respect to the coverage provided by this endorsement, the following is added to Paragraph 2. Duties In The
Event Of Occurrence, Offense, Claim Or Suit of Section IV — Commercial General Liability Conditions:
The additional insured must see to it that:
(1) We are notified as soon as practicable of an 'occurrence" or offense that may result in a claim;
(2) We receive written notice of a claim or "suit" as soon as practicable; and
(3) A request for defense and indemnity of the claim or "suit' will promptly be brought against any policy issued by
another insurer under which the additional insured may be an insured in any capacity. This provision does not
apply to insurance on which the additional insured is a Named Insured if the written contract or written
agreement requires that this coverage be primary and non-contributory.
D. Solely with respect to the coverage provided by this endorsement:
1. The following is added to the Other Insurance Condition of Section IV — Commercial General Liability Conditions:
Primary and Noncontributory insurance
This insurance is primary to and will not seek contribution from any other insurance available to an additional
insured provided that:
a. The additional insured is a Named Insured under such other insurance; and
b. You are required by written contract or written agreement that this insurance be primary and not seek
contribution from any other insurance available to the additional insured.
2. The following paragraph is added to Paragraph 4.b. of the Other Insurance Condition under Section IV
Commercial General Liability Conditions:
This insurance is excess over:
Any of the other insurance, whether primary, excess, contingent or on any other basis, available to an additional
insured, in which the additional insured on our policy is also covered as an additional insured on another policy
providing coverage for the same 'occurrence", offense, claim or "suit'. This provision does not apply to any
policy in which the additional insured is a Named Insured on such other policy and where our policy is required
by a written contract or written agreement to provide coverage to the additional insured on a primary and non-
contributory basis.
E. This endorsement does not apply to an additional insured which has been added to this Coverage Part by an
endorsement
showing the additional insured in a Schedule of additional insureds, and which endorsement applies specifically to that
U-GL-2162-A CW (02/19)
Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 4
Attachment Code: D618546 Master ID: 1486517, Certificate ID: 20212702
F. Solely with respect to the insurance afforded to an additional insured under Paragraph A.3. or Paragraph A.4. of
this
endorsement, the following is added to Section III - Limits Of Insurance:
Additional Insured — Automatic — Owners, Lessees Or Contractors Limit
The most we will pay on behalf of the additional insured is the amount of insurance:
1. Required by the written contract or written agreement referenced in Section A. of this endorsement; or
2. Available under the applicable Limits of Insurance shown in the Declarations,
whichever is less.
This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations.
U-GL-2162-A CW (02/19)
Includes copyrighted material of Insurance Services Office, Inc., with its permission. PartP A of n
Attachment Code: D618547 Master ID: 1486517, Certificate ID: 20212702
Coverage Extension Endorsement
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
Policy No. BAP 3116888-01 Effective Date: 12/1/2023
This endorsement modifies insurance provided under the:
Business Auto Coverage Form
Motor Carrier Coverage Form
A. Amended Who Is An Insured
ZURICH
1. The following is added to the Who Is An Insured Provision in Section II — Covered Autos Liability Coverage:
The following are also "insureds":
a. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow for acts
performed within the scope of employment by you. Any "employee" of yours is also an "insured" while operating
an "auto" hired or rented under a contract or agreement in an "employee's" name, with your permission, while
performing duties related to the conduct of your business.
b. Anyone volunteering services to you is an "insured" while using a covered "auto" you don't own, hire or borrow
to transport your clients or other persons in activities necessary to your business.
c. Anyone else who furnishes an "auto" referenced in Paragraphs A.1.a. and A.1.b. in this endorsement.
d. Where and to the extent permitted by law, any person(s) or organization(s) where required by written contract or
written agreement with you executed prior to any "accident", including those person(s) or organization(s)
directing
your work pursuant to such written contract or written agreement with you, provided the "accident" arises out of
operations governed by such contract or agreement and only up to the limits required in the written contract or
written agreement, or the Limits of Insurance shown in the Declarations, whichever is less.
2. The following is added to the Other Insurance Condition in the Business Auto Coverage Form and the Other
Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form:
Coverage for any person(s) or organization(s), where required by written contract or written agreement with you
executed prior to any "accident", will apply on a primary and non-contributory basis and any insurance maintained
by the additional "insured" will apply on an excess basis. However, in no event will this coverage extend beyond the
terms and conditions of the Coverage Form.
B. Amendment — Supplementary Payments
Paragraphs a.(2) and a.(4) of the Coverage Extensions Provision in Section II — Covered Autos Liability Coverage
are replaced by the following:
(2) Up to $5,000 for the cost of bail bonds (including bonds for related traffic law violations) required because of an
"accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day
because of time off from work.
C. Fellow Employee Coverage
U-CA-424-H CW (10/21)
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Attachment Code: D618547 Master ID: 1486517, Certificate ID: 20212702
D. Driver Safety Program Liability and Physical Damage Coverage
1. The following is added to the Racing Exclusion in Section II — Covered Autos Liability Coverage:
This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not
limited to, auto or truck rodeos and other auto or truck agility demonstrations.
2. The following is added to Paragraph 2. in B. Exclusions of Section III — Physical Damage Coverage of the
Business Auto Coverage Form and Paragraph 2.b. in B. Exclusions of Section IV — Physical Damage
Coverage of the Motor Carrier Coverage Form:
This exclusion does not apply to covered "autos" participating in a driver safety program event, such as, but not
limited to, auto or truck rodeos and other auto or truck agility demonstrations.
E. Lease or Loan Gap Coverage
The following is added to the Coverage Provision of the Physical Damage Coverage Section:
Lease Or Loan Gap Coverage
In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the lease or loan for a
covered
"auto", less:
a. Any amount paid under the Physical Damage Coverage Section of the Coverage Form; and
b. Any:
(1) Overdue lease or loan payments at the time of the "loss";
(2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage;
(3) Security deposits not returned by the lessor;
(4) Costs for extended warranties, credit life insurance, health, accident or disability insurance purchased with the
loan or lease; and
(5) Carry-over balances from previous leases or loans.
F. Towing and Labor
Paragraph A.2. of the Physical Damage Coverage Section is replaced by the following:
We will pay up to $75 for towing and labor costs incurred each time a covered "auto" that is a "private passenger
type", light truck or medium truck is disabled. However, the labor must be performed at the place of disablement.
As used in this provision, "private passenger type" means a private passenger or station wagon type "auto" and
includes an "auto" of the pickup or van type if not used for business purposes.
G. Extended Glass Coverage
The following is added to Paragraph A.3.a. of the Physical Damage Coverage Section:
If glass must be replaced, the deductible shown in the Declarations will apply. However, if glass can be repaired and
is actually repaired rather than replaced, the deductible will be waived. You have the option of having the glass
repaired rather than replaced.
H. Hired Auto Physical Damage — Increased Loss of Use Expenses
The Coverage Extension for Loss Of Use Expenses in the Physical Damage Coverage Section is replaced by
the following:
Loss Of Use Expenses
For Hired Auto Physical Damage, we will pay expenses for which an "insured" becomes legally responsible to pay for
loss of use of a vehicle rented or hired without a driver under a written rental contract or written rental agreement. We
will pay for loss of use expenses if caused by:
(1) Other than collision only if the Declarations indicate that Comprehensive Coverage is provided for any covered
U-CA-424-H CW (10/21)
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Attachment Code: D618547 Master ID: 1486517, Certificate ID: 20212702
(2) Specified Causes Of Loss only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for
any covered "auto"; or
(3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered "auto".
However, the most we will pay for any expenses for loss of use is $100 per day, to a maximum of $3000.
I. Personal Effects Coverage
The following is added to the Coverage Provision of the Physical Damage Coverage Section:
Personal Effects Coverage
a. We will pay up to $750 for "loss" to personal effects which are:
(1) Personal property owned by an "insured"; and
(2) In or on a covered "auto".
b. Subject to Paragraph a. above, the amount to be paid for "loss" to personal effects will be based on the lesser of:
(1) The reasonable cost to replace; or
(2) The actual cash value.
c. The coverage provided in Paragraphs a. and b. above, only applies in the event of a total theft of a covered "auto".
No deductible applies to this coverage. However, we will not pay for "loss" to personal effects of any of the following:
(1) Accounts, bills, currency, deeds, evidence of debt, money, notes, securities, or commercial paper or other
documents of value.
(2) Bullion, gold, silver, platinum, or other precious alloys or metals; furs or fur garments; jewelry, watches, precious
or semi-precious stones.
(3) Paintings, statuary and other works of art.
(4) Contraband or property in the course of illegal transportation or trade.
(5) Tapes, records, discs or other similar devices used with audio, visual or data electronic equipment. Any
coverage provided by this Provision is excess over any other insurance coverage available for the same "loss".
Tapes, Records and Discs Coverage
1. The Exclusion in Paragraph B.4.a. of Section III — Physical Damage Coverage in the Business Auto Coverage
Form and the Exclusion in Paragraph B.2.c. of Section IV — Physical Damage Coverage in the Motor Carrier
Coverage Form does not apply.
2. The following is added to Paragraph 1.a. Comprehensive Coverage under the Coverage Provision of the
Physical Damage Coverage Section:
We will pay for "loss" to tapes, records, discs or other similar devices used with audio, visual or data electronic
equipment. We will pay only if the tapes, records, discs or other similar audio, visual or data electronic devices:
(a) Are the property of an "insured"; and
(b) Are in a covered "auto" at the time of 'loss".
The most we will pay for such 'loss" to tapes, records, discs or other similar devices is $500. The Physical Damage
Coverage Deductible Provision does not apply to such "loss".
K. Airbag Coverage
The Exclusion in Paragraph B.3.a. of Section III — Physical Damage Coverage in the Business Auto Coverage
Form and the Exclusion in Paragraph B.4.a. of Section IV — Physical Damage Coverage in the Motor Carrier
Coverage Form does not apply to the accidental discharge of an airbag.
L. Two or More Deductibles
The following is added to the Deductible Provision of the Physical Damage Coverage Section:
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Attachment Code: D618547 Master ID: 1496517, Certificate ID: 20212702
If an accident is covered both by this policy or Coverage Form and by another policy or Coverage Form issued to you
by us, the following applies for each covered "auto" on a per vehicle basis:
1. If the deductible on this policy or Coverage Form is the smaller (or smallest) deductible, it will be waived; or
2. If the deductible on this policy or Coverage Form is not the smaller (or smallest) deductible, it will be reduced by
the amount of the smaller (or smallest) deductible.
M. Temporary Substitute Autos - Physical Damage
1. The following is added to Section I — Covered Autos:
Temporary Substitute Autos - Physical Damage
If Physical Damage Coverage is provided by this Coverage Form on your owned covered "autos", the following
types of vehicles are also covered "autos" for Physical Damage Coverage:
Any "auto" you do not own when used with the permission of its owner as a temporary substitute for a covered
"auto" you do own but is out of service because of its:
1. Breakdown;
2. Repair;
3. Servicing;
4. "Loss'; or
5. Destruction.
2. The following is added to the Paragraph A. Coverage Provision of the Physical Damage Coverage Section:
Temporary Substitute Autos - Physical Damage
We will pay the owner for "loss" to the temporary substitute "auto" unless the "loss" results from fraudulent acts
or omissions on your part. If we make any payment to the owner, we will obtain the owner's rights against any
other party.
The deductible for the temporary substitute "auto" will be the same as the deductible for the covered "auto" it
replaces.
N. Amended Duties In The Event Of Accident, Claim, Suit Or Loss
Paragraph a. of the Duties In The Event Of Accident, Claim, Suit Or Loss Condition is replaced by the following:
a. In the event of "accident", claim, "suit" or "loss", you must give us or our authorized representative prompt notice
of the "accident", claim, "suit" or "loss". However, these duties only apply when the "accident", claim, "suit or
"loss" is known to you (if you are an individual), a partner (if you are a partnership), a member (if you are a limited
liability company) or an executive officer or insurance manager (if you are a corporation). The failure of any agent,
servant or employee of the "insured" to notify us of any "accident", claim, "suit" or "loss" shall not invalidate the
insurance afforded by this policy.
Include, as soon as practicable:
(1) How, when and where the "accident" or "loss" occurred and if a claim is made or "suit" is brought, written
notice of the claim or "suit" including, but not limited to, the date and details of such claim or "suit';
(2) The "insured's" name and address; and
(3) To the extent possible, the names and addresses of any injured persons and witnesses.
If you report an "accident", claim, "suit" or "loss" to another insurer when you should have reported to us, your
failure to report to us will not be seen as a violation of these amended duties provided you give us notice as soon
as practicable after the fact of the delay becomes known to you.
O. Waiver of Transfer Of Rights Of Recovery Against Others To Us
The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition:
U-CA-424-H CW (10121)
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Attachment Code: D619547 Master ID: 1496517, Certificate ID: 20212702
This Condition does not apply to the extent required of you by a written contract, executed prior to any "accident" or
"loss", provided that the "accident" or "loss" arises out of operations contemplated by such contract. This waiver only
applies to the person or organization designated in the contract.
P. Employee Hired Autos - Physical Damage
Paragraph b. of the Other Insurance Condition in the Business Auto Coverage Form and Paragraph f. of the Other
Insurance — Primary and Excess Insurance Provisions Condition in the Motor Carrier Coverage Form are replaced
by the following:
For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own:
(1) Any covered "auto" you lease, hire, rent or borrow; and
(2) Any covered "auto" hired or rented under a written contract or written agreement entered into by an "employee" or
elected or appointed official with your permission while being operated within the course and scope of that
"employee's" employment by you or that elected or appointed official's duties as respect their obligations to you.
However, any "auto" that is leased, hired, rented or borrowed with a driver is not a covered "auto".
Q. Unintentional Failure to Disclose Hazards
The following is added to the Concealment, Misrepresentation Or Fraud Condition:
However, we will not deny coverage under this Coverage Form if you unintentionally:
(1) Fail to disclose any hazards existing at the inception date of this Coverage Form; or
(2) Make an error, omission, improper description of "autos" or other misstatement of information.
You must notify us as soon as possible after the discovery of any hazards or any other information that was not
provided
to us prior to the acceptance of this policy.
R. Hired Auto — World Wide Coverage
Paragraph 7.b.(5) of the Policy Period, Coverage Territory Condition is replaced by the following:
(5) Anywhere else in the world if a covered "auto" is leased, hired, rented or borrowed for a period of 60 days or less,
S. Bodily Injury Redefined
The definition of "bodily injury" in the Definitions Section is replaced by the following:
"Bodily injury" means bodily injury, sickness or disease, sustained by a person including death or mental anguish,
resulting from any of these at any time. Mental anguish means any type of mental or emotional illness or disease.
T. Expected Or Intended Injury
The Expected Or Intended Injury Exclusion in Paragraph B. Exclusions under Section II — Covered Auto Liability
Coverage is replaced by the following:
Expected Or Intended Injury
"Bodily injury" or "property damage" expected or intended from the standpoint of the "insured". This exclusion does
not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or
property.
U. Physical Damage — Additional Temporary Transportation Expense Coverage
Paragraph A.4.a. of Section III — Physical Damage Coverage is replaced by the
following: 4. Coverage Extensions
a. Transportation Expenses
We will pay up to $50 per day to a maximum of $1,000 for temporary transportation expense incurred by you
because of the total theft of a covered "auto" of the private passenger type. We will pay only for those covered
"autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage. We will pay for
temporary transportation expenses incurred during the period beginning 48 hours after the theft and ending,
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Attachment Code: D618547 Master ID: 1496517, Certificate ID: 20212702
V. Replacement of a Private Passenger Auto with a Hybrid or Alternative Fuel Source Auto The
following is added to Paragraph A. Coverage of the Physical Damage Coverage Section:
In the event of a total "loss" to a covered "auto" of the private passenger type that is replaced with a hybrid "auto" or
"auto" powered by an alternative fuel source of the private passenger type, we will pay an additional 10% of the cost
of the replacement "auto", excluding tax, title, license, other fees and any aftermarket vehicle upgrades, up to a
maximum of $2500. The covered "auto" must be replaced by a hybrid "auto" or an "auto" powered by an alternative
fuel source within 60 calendar days of the payment of the "loss" and evidenced by a bill of sale or new vehicle lease
agreement.
To qualify as a hybrid "auto", the "auto" must be powered by a conventional gasoline engine and another source of
propulsion power. The other source of propulsion power must be electric, hydrogen, propane, solar or natural gas,
either compressed or liquefied. To qualify as an "auto" powered by an alternative fuel source, the "auto" must be
powered by a source of propulsion power other than a conventional gasoline engine. An "auto" solely propelled by
biofuel, gasoline or diesel fuel or any blend thereof is not an "auto" powered by an alternative fuel source.
W. Return of Stolen Automobile
The following is added to the Coverage Extension Provision of the Physical Damage Coverage Section:
If a covered "auto" is stolen and recovered, we will pay the cost of transport to return the "auto" to you. We will pay only
for those covered "autos" for which you carry either Comprehensive or Specified Causes of Loss Coverage.
All other terms, conditions, provisions and exclusions of this policy remain the same.
U-CA-424-H CW (10121)
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STANDARD CITY CONDITIONS
OF THE CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
STANDARD CITY CONDITIONS OF THE
CONSTRUCTION CONTRACT
FOR DEVELOPER AWARDED PROJECTS
TABLE OF CONTENTS
Article 1 — Definitions and Terminology..........
1.01 Defined Terms ...............................
1.02 Terminology ..................................
Article 2 —
Preliminary Matters .......................
2.01
Before Starting Construction......
2.02
Preconstruction Conference........
2.03
Public Meeting ............................
Page
.............................................1
.............................................1
............................................. 5
....................................................... 6
....................................................... 6
....................................................... 6
....................................................... 6
Article 3 — Contract Documents and Amending............................................................................................... 6
3.01 Reference Standards..................................................................................................................... 6
3.02 Amending and Supplementing Contract Documents.................................................................. 6
Article 4 — Bonds and Insurance....................................................................................................................... 7
4.01 Licensed Sureties and Insurers..................................................................................................... 7
4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7
4.03 Certificates of Insurance............................................................................................................... 7
4.04 Contractor's Insurance.................................................................................................................. 9
4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12
Article 5 —
Contractor's Responsibilities........................................................................................................12
5.01
Supervision and Superintendent.................................................................................................12
5.02
Labor; Working Hours................................................................................................................13
5.03
Services, Materials, and Equipment...........................................................................................13
5.04
Project Schedule..........................................................................................................................14
5.05
Substitutes and "Or-Equals".......................................................................................................14
5.06
Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16
5.07
Concerning Subcontractors, Suppliers, and Others...................................................................16
5.08
Wage Rates..................................................................................................................................18
5.09
Patent Fees and Royalties...........................................................................................................19
5.10
Laws and Regulations.................................................................................................................19
5.11
Use of Site and Other Areas.......................................................................................................19
5.12
Record Documents......................................................................................................................20
5.13
Safety and Protection..................................................................................................................
21
5.14
Safety Representative.................................................................................................................21
5.15
Hazard Communication Programs.............................................................................................22
5.16
Submittals....................................................................................................................................22
5.17
Contractor's General Warranty and Guarantee..........................................................................23
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
5.18 Indemnification ............................................
5.19 Delegation of Professional Design Services
5.20 Right to Audit: .............................................
5.21 Nondiscrimination ........................................
Article 6 - Other Work at the Site.......
6.01 Related Work at Site .......
Article 7 - City's Responsibilities ............................................
7.01 Inspections, Tests, and Approvals .......................
7.02 Limitations on City's Responsibilities ................
7.03 Compliance with Safety Program ........................
Article 8 - City's Observation Status During Construction.......
8.01 City's Project Representative .................................
8.02 Authorized Variations in Work ..............................
8.03 Rejecting Defective Work ......................................
8.04 Determinations for Work Performed ......................
Article 9 - Changes in the Work ......................
9.01 Authorized Changes in the Work
9.02 Notification to Surety ...................
Article 10 - Change of Contract Price; Change of Contract Time
10.01 Change of Contract Price ...........................................
10.02 Change of Contract Time ...........................................
10.03 Delays.........................................................................
Article 11 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ............
11.01 Notice of Defects..............................................................................................................
11.02 Access to Work.................................................................................................................
11.03 Tests and Inspections........................................................................................................
11.04 Uncovering Work.............................................................................................................
11.05 City May Stop the Work...................................................................................................
11.06 Correction or Removal of Defective Work......................................................................
11.07 Correction Period..............................................................................................................
11.08 City May Correct Defective Work...................................................................................
Article 12 - Completion ...........................................
12.01 Contractor's Warranty of Title ............
12.02 Partial Utilization .................................
12.03 Final Inspection ....................................
12.04 Final Acceptance ..................................
Article 13 - Suspension of Work .....................................
13.01 City May Suspend Work .............................
Article 14 - Miscellaneous .........................................
14.01 Giving Notice .........................................
CITY OF FORT WORTH
STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
24
24
25
25
26
26
26
26
26
27
a
a
... 29
... 29
... 29
... 29
... 30
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34
34
14.02 Computation of Times................................................................................................................ 34
14.03 Cumulative Remedies................................................................................................................. 34
14.04 Survival of Obligations...............................................................................................................35
14.05 Headings......................................................................................................................................35
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 1
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 1 of 35
ARTICLE 1— DEFINITIONS AND TERMINOLOGY
1.01 Defined Terms
A. Wherever used in these General Conditions or in other Contract Documents, the terms listed
below have the meanings indicated which are applicable to both the singular and plural thereof,
and words denoting gender shall include the masculine, feminine and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed -defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Agreement - The written instrument which is evidence of the agreement between Developer
and Contractor covering the Work
2. Asbestos —Any material that contains more than one percent asbestos and is friable or is
releasing asbestos fibers into the air above current action levels established by the United
States Occupational Safety and Health Administration.
3. Business Day — A business day is defined as a day that the City conducts normal business,
generally Monday through Friday, except for federal or state holidays observed by the City.
4. Buzzsaw — City's on-line, electronic document management and collaboration system.
5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by,
its governing body through its City Manager, his designee, or agents authorized pursuant to
its duly authorized charter on his behalf.
7. Community Facilities Agreement (CFA) A Contract between the Developer and the City
for the Construction of one or more following public facilities within the City public right-of-
way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs.
A CFA may include private facilities within the right-of-way dedicated as private right-of-
way or easement on a recorded plat.
8. Contract —The entire and integrated written document incorporating the Contract
Documents between the Developer, Contractor, and/or City concerning the Work. The
Contract supersedes prior negotiations, representations, or agreements, whether written or
oral.
9. Contract Documents —Those items that make up the contract and which must include the
Agreement, and it's attachments such as standard construction specifications, standard City
Conditions, other general conditions of the Developer, including:
a. An Agreement
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10-2
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 2 of 35
b. Attachments to the Agreement
i. Bid Form
ii. Vendor Compliance with State Law Non -Resident Bidder
iii. Prequalification Statement
C. Current Prevailing Wage Rates Table (if required by City)
d. Insurance Accord Form
e. Payment Bond
f. Performance Bond
g. Maintenance Bond
h. Power of Attorney for Bonds
i. Workers Compensation Affidavit
j. MWBE Commitment Form( If required by City)
k. General Conditions
1. Supplementary Conditions
in. The Standard City Conditions
n. Specifications specifically made part of the Contract Documents by attachment, if
not attached, as incorporated by reference and described in the Table of Contents of
the Project's Contract Documents
o. Drawings
P. Documentation submitted by contractor prior to Notice of Award.
q. The following which may be delivered or issued after the effective date if the
Agreement and, if issued become an incorporated part of the Contract Documents
i. Notice to Proceed
ii. Field Orders
iii. Change Orders
iv. Letters of Final Acceptance
r. Approved Submittals, other Contractor submittals, and the reports and drawings of
subsurface and physical conditions are not Contract Documents.
10. Contractor —The individual or entity with whom Developer has entered into the Agreement.
11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day.
12. Developer — An individual or entity that desires to make certain improvements within the
City of Fort Worth
13. Drawings —That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Work to be performed by
Contractor. Submittals are not Drawings as so defined.
14. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the Developer.
15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor
that the Work specified in the Contract Documents has been completed to the satisfaction of
the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 3
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 3 of 35
16. Final Inspection — Inspection carried out by the City to verify that the Contractor has
completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in
conformance with the Contract Documents.
17. General Requirements —A part of the Contract Documents between the Developer and a
Contractor.
18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes,
and orders of any and all governmental bodies, agencies, authorities, and courts having
jurisdiction.
19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
20. Milestone —A principal event specified in the Contract Documents relating to an
intermediate Contract Time prior to Final Acceptance of the Work.
21. Non -Participating Change Order —A document, which is prepared for and reviewed by the
City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
22. Participating Change Order —A document, which is prepared for and approved by the City,
which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or
revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on
or after the Effective Date of the Agreement.
23. Plans — See definition of Drawings.
24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with
the General Requirements, describing the sequence and duration of the activities comprising
the Contractor's plan to accomplish the Work within the Contract Time.
25. Project —The Work to be performed under the Contract Documents.
26. Project Representative —The authorized representative of the City who will be assigned to
the Site.
27. Public Meeting — An announced meeting conducted by the Developer to facilitate public
participation and to assist the public in gaining an informed view of the Project.
28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
29. Samples Physical examples of materials, equipment, or workmanship that are
representative of some portion of the Work and which establish the standards by which such
portion of the Work will be judged.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 4
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 4 of 35
30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or
Developer upon which the Work is to be performed, including rights -of -way, permits, and
easements for access thereto, and such other lands furnished by City or Developer which are
designated for the use of Contractor.
32. Specifications —That part of the Contract Documents consisting of written requirements for
materials, equipment, systems, standards and workmanship as applied to the Work, and
certain administrative requirements and procedural matters applicable thereto.
Specifications may be specifically made a part of the Contract Documents by attachment or,
if not attached, may be incorporated by reference as indicated in the Table of Contents
(Division 00 00 00) of each Project.
33. Standard City Conditions — That part of the Contract Documents setting forth requirements
of the City.
34. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of apart of the Work at the Site.
35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information
which are specifically prepared or assembled by or for Contractor and submitted by
Contractor to illustrate some portion of the Work.
36. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and/or Developer and to act for the Contractor.
37. Supplementary Conditions —That part of the Contract Documents which amends or
supplements the General Conditions.
38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having
a direct contract with Contractor or with any Subcontractor to furnish materials or
equipment to be incorporated in the Work by Contractor or Subcontractor.
39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires,
manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any
encasements containing such facilities, including but not limited to, those that convey
electricity, gases, steam, liquid petroleum products, telephone or other communications,
cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or
other control systems.
40. Weekend Working Hours — Hours beginning at 9: 00 a. in. and ending at 5: 00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 5
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 5 of 35
41. Work —The entire construction or the various separately identifiable parts thereof required
to be provided under the Contract Documents. Work includes and is the result of performing
or providing all labor, services, and documentation necessary to produce such construction
including any Participating Change Order, Non -Participating Change Order, or Field
Order, and furnishing, installing, and incorporating all materials and equipment into such
construction, all as required by the Contract Documents.
42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or
legal holidays authorized by the City for contract purposes, in which weather or other
conditions not under the control of the Contractor will permit the performance of the
principal unit of work underway for a continuous period of not less than 7 hours between 7
a.m. and 6 p. m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Defective:
1. The word "defective," when modifying the word "Work," refers to Work that is
unsatisfactory, faulty, or deficient in that it:
a. does not conform to the Contract Documents; or
b. does not meet the requirements of any applicable inspection, reference standard, test, or
approval referred to in the Contract Documents; or
c. has been damaged prior to City's written acceptance.
C. Furnish, Install, Perform, Provide:
1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Work including all necessary labor, materials, equipment,
and everything necessary to perform the Work indicated, unless specifically limited in the
context used.
D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
0073 10- 6
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 6 of 35
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Before Starting Construction
Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting
the Work. New schedules will be submitted to City when Participating Change Orders or Non -
Participating Change Orders occur.
2.02 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.03 Public Meeting
Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor
attending the Public Meeting as scheduled by the City.
ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING
3.01 Reference Standards
A. Standards, Specifications, Codes, Laws, and Regulations
1. Reference to standards, specifications, manuals, or codes of any technical society,
organization, or association, or to Laws or Regulations, whether such reference be specific or
by implication, shall mean the standard, specification, manual, code, or Laws or Regulations
in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there
were no Bids), except as may be otherwise specifically stated in the Contract Documents.
2. No provision or instruction shall be effective to assign to City, or any of its officers,
directors, members, partners, employees, agents, consultants, or subcontractors, any duty or
authority to supervise or direct the performance of the Work or any duty or authority to
undertake responsibility inconsistent with the provisions of the Contract Documents.
3.02 Amending and Supplementing Contract Documents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terms and conditions thereof by a Participating Change Order or a
Non -Participating Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Work not involving a change in Contract Price or Contract Time, may be
authorized, by one or more of the following ways:
1. A Field Order;
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1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or
2. City's written interpretation or clarification.
ARTICLE 4 — BONDS AND INSURANCE
4.01 Licensed Sureties and Insurers
All bonds and insurance required by the Contract Documents to be purchased and maintained by
Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized
in the State of Texas to issue bonds or insurance policies for the limits and coverage so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided Section 4.04.
4.02 Performance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in
accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount
equal to the Contract Price as security for the faithful performance and payment of all of
Contractor's obligations under the Contract Documents.
B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount
equal to the Contract Price as security to protect the City against any defects in any portion of the
Work described in the Contract Documents. Maintenance bonds shall remain in effect for two
(2) years after the date of Final Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attorney -in -fact signed each bond.
D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or
its right to do business is terminated in the State of Texas or it ceases to meet the requirements of
Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event
giving rise to such notification, provide another bond and surety, both of which shall comply
with the requirements of Paragraphs 4.01 and 4.02.C.
4.03 Certificates of Insurance
Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee
identified in these Standard City Conditions certificates of insurance (and other evidence of
insurance requested by City or any other additional insured) which Contractor is required to
purchase and maintain.
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1. The certificate of insurance shall document the City, an as "Additional Insured" on all
liability policies.
2. The Contractor's general liability insurance shall include a, "per project" or "per location",
endorsement, which shall be identified in the certificate of insurance provided to the City.
3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the
insured, be complete in its entirety, and show complete insurance carrier names as listed in
the current A.M. Best Property & Casualty Guide
4. The insurers for all policies must be licensed and/or approved to do business in the State of
Texas. Except for workers' compensation, all insurers must have a minimum rating of A-:
VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial
strength and solvency to the satisfaction of Risk Management. If the rating is below that
required, written approval of City is required.
5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor
of the City. In addition, the Contractor agrees to waive all rights of subrogation against the
Engineer (if applicable), and each additional insured identified in these Standard City
Conditions. Failure of the City to demand such certificates or other evidence of full
compliance with the insurance requirements or failure of the City to identify a deficiency
from evidence that is provided shall not be construed as a waiver of Contractor's obligation
to maintain such lines of insurance coverage.
6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess
Liability insurance for any differences is required. Excess Liability shall follow form of the
primary coverage.
7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If
coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with
or prior to the date of the effective date of the agreement and the certificate of insurance shall
state that the coverage is claims -made and the retroactive date. The insurance coverage shall
be maintained for the duration of the Contract and for three (3) years following Final
Acceptance provided under the Contract Documents or for the warranty period, whichever is
longer. An annual certificate of insurance submitted to the City shall evidence such
insurance coverage.
8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the
required lines of coverage, nor decrease the limits of said coverage unless such endorsements
are approved in writing by the City. In the event a Contract has been bid or executed and the
exclusions are determined to be unacceptable or the City desires additional insurance
coverage, and the City desires the contractor/engineer to obtain such coverage, the contract
price shall be adjusted by the cost of the premium for such additional coverage plus 10%.
9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance
coverage shall be approved by the City in regards to asset value and stockholders' equity. In
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lieu of traditional insurance, alternative coverage maintained through insurance pools or risk
retention groups, must also be approved by City.
10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a
first -dollar basis, must be acceptable to and approved by the City.
11. City, at its sole discretion, reserves the right to review the insurance requirements and to
make reasonable adjustments to insurance coverage's and their limits when deemed
necessary and prudent by the City based upon changes in statutory law, court decision or the
claims history of the industry as well as of the contracting party to the City. The City shall
be required to provide prior notice of 90 days, and the insurance adjustments shall be
incorporated into the Work by Change Order.
12. City shall be entitled, upon written request and without expense, to receive copies of policies
and endorsements thereto and may make any reasonable requests for deletion or revision or
modifications of particular policy terms, conditions, limitations, or exclusions necessary to
conform the policy and endorsements to the requirements of the Contract. Deletions,
revisions, or modifications shall not be required where policy provisions are established by
law or regulations binding upon either parry or the underwriter on any such policies.
13. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
4.04 Contractor's Insurance
A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such
insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers'
Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for
Employers' Liability as is appropriate for the Work being performed and as will provide
protection from claims set forth below which may arise out of or result from Contractor's
performance of the Work and Contractor's other obligations under the Contract Documents,
whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly
or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts
any of them may be liable:
1. claims under workers' compensation, disability benefits, and other similar employee benefit
acts;
2. claims for damages because of bodily injury, occupational sickness or disease, or death of
Contractor's employees.
3. The limits of liability for the insurance shall provide the following coverages for not less
than the following amounts or greater where required by Laws and Regulations
a. Statutory limits
b. Employer's liability
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1) $100,000 each accident/occurrence
2) $100,000 Disease - each employee
3) $500,000 Disease - policy limit
B. Commercial General Liability. Coverage shall include but not be limited to covering liability
(bodily injury or property damage) arising from: premises/operations, independent contractors,
products/completed operations, personal injury, and liability under an insured contract. Insurance
shall be provided on an occurrence basis, and as comprehensive as the current Insurance
Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to
any other insurance or self-insurance programs afforded to the City. The Commercial General
Liability policy, shall have no exclusions by endorsements that would alter of nullify
premises/operations, products/completed operations, contractual, personal injury, or advertising
injury, which are normally contained with the policy, unless the City approves such exclusions
in writing.
1. For construction projects that present a substantial completed operation exposure, the City
may require the contractor to maintain completed operations coverage for a minimum of no
less than three (3) years following the completion of the project
2. Contractor's Liability Insurance under this Section which shall be on a per project basis
covering the Contractor with minimum limits of:
a. $1,000,000 each occurrence
b. $2,000,000 aggregate limit
3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance)
making the General Aggregate Limits apply separately to each job site.
4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U"
coverage's. Verification of such coverage must be shown in the Remarks Article of the
Certificate of Insurance.
C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto",
defined as autos owned, hired and non -owned and provide indemnity for claims for damages
because bodily injury or death of any person and or property damage arising out of the work,
maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by
anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone
for whose acts any of them may be liable.
1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in
an amount not less than the following amounts:
a. Automobile Liability - a commercial business policy shall provide coverage on "Any
Auto", defined as autos owned, hired and non -owned.
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1) $1, 000, 000 each accident on a combined single limit basis. Split limits are
acceptable if limits are at least:
2) $250,000 Bodily Injury per person
3) $500,000 Bodily Injury per accident /
4) $100,000 Property Damage
D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of
railroad right-of-way, the Contractor shall comply with the following requirements:
1. The Contractor's construction activities will require its employees, agents, subcontractors,
equipment, and material deliveries to cross railroad properties and tracks owned and
operated by: None
Write the name of the railroad company. (If none, then write none)
2. The Contractor shall conduct its operations on railroad properties in such a manner as not to
interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use
or operation of its/their trains or other property. Such operations on railroad properties may
require that Contractor to execute a "Right of Entry Agreement" with the particular railroad
company or companies involved, and to this end the Contractor should satisfy itself as to the
requirements of each railroad company and be prepared to execute the right -of -entry (if any)
required by a railroad company. The requirements specified herein likewise relate to the
Contractor's use of private and/or construction access roads crossing said railroad company's
properties.
3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions
shall provide coverage for not less than the following amounts, issued by companies
satisfactory to the City and to the Railroad Company for a term that continues for so long as
the Contractor's operations and work cross, occupy, or touch railroad property:
a. General Aggregate: None
Enter limits provided by Railroad Company (If none, write none)
b. Each Occurrence:: None
Enter limits provided by Railroad Company (If none, write none)
4. With respect to the above outlined insurance requirements, the following shall govern:
a. Where a single railroad company is involved, the Contractor shall provide one insurance
policy in the name of the railroad company. However, if more than one grade separation
or at -grade crossing is affected by the Project at entirely separate locations on the line or
lines of the same railroad company, separate coverage may be required, each in the
amount stated above.
b. Where more than one railroad company is operating on the same right-of-way or where
several railroad companies are involved and operated on their own separate rights -of -
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way, the Contractor may be required to provide separate insurance policies in the name
of each railroad company.
c. If, in addition to a grade separation or an at -grade crossing, other work or activity is
proposed on a railroad company's right-of-way at a location entirely separate from the
grade separation or at -grade crossing, insurance coverage for this work must be included
in the policy covering the grade separation.
d. If no grade separation is involved but other work is proposed on a railroad company's
right-of-way, all such other work may be covered in a single policy for that railroad, even
though the work may be at two or more separate locations.
5. No work or activities on a railroad company's property to be performed by the Contractor
shall be commenced until the Contractor has furnished the City with an original policy or
policies of the insurance for each railroad company named, as required above. All such
insurance must be approved by the City and each affected Railroad Company prior to the
Contractor's beginning work.
6. The insurance specified above must be carried until all Work to be performed on the railroad
right-of-way has been completed and the grade crossing, if any, is no longer used by the
Contractor. In addition, insurance must be carried during all maintenance and/or repair work
performed in the railroad right-of-way. Such insurance must name the railroad company as
the insured, together with any tenant or lessee of the railroad company operating over tracks
involved in the Project.
E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation
or other loss of insurance coverage. Contractor shall stop work until replacement insurance has
been procured. There shall be no time credit for days not worked pursuant to this section.
4.05 Acceptance of Bonds and Insurance; Option to Replace
If City has any objection to the coverage afforded by or other provisions of the bonds or insurance
required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis
of non-conformance with the Contract Documents, the Developer and City shall so notify the
Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence
requested). Contractor shall provide to the City such additional information in respect of insurance
provided as the Developer or City may reasonably request. If Contractor does not purchase or
maintain all of the bonds and insurance required by the Contract Documents, the Developer or City
shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure
to maintain prior to any change in the required coverage.
ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES
5.01 Supervision and Superintendent
A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting
such attention thereto and applying such skills and expertise as may be necessary to perform the
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Work in accordance with the Contract Documents. Contractor shall be solely responsible for the
means, methods, techniques, sequences, and procedures of construction.
B. At all times during the progress of the Work, Contractor shall assign a competent, English-
speaking, Superintendent who shall not be replaced without written notice to City. The
Superintendent will be Contractor's representative at the Site and shall have authority to act on
behalf of Contractor. All communication given to or received from the Superintendent shall be
binding on Contractor.
C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of
construction.
5.02 Labor; Working Hours
A. Contractor shall provide competent, suitably qualified personnel to perform construction as
required by the Contract Documents. Contractor shall at all times maintain good discipline and
order at the Site.
B. Except as otherwise required for the safety or protection of persons or the Work or property at
the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work
at the Site shall be performed during Regular Working Hours. Contractor will not permit the
performance of Work beyond Regular Working Hours or for Weekend Working Hours without
City's written consent (which will not be unreasonably withheld). Written request (by letter or
electronic communication) to perform Work:
1. for beyond Regular Working Hours request must be made by noon at least two (2) Business
Days prior
2. for Weekend Working Hours request must be made by noon of the preceding Thursday
3. for legal holidays request must be made by noon two Business Days prior to the legal
holiday.
5.03 Services, Materials, and Equipment
A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full
responsibility for all services, materials, equipment, labor, transportation, construction
equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary
facilities, temporary facilities, and all other facilities and incidentals necessary for the
performance, Contractor required testing, start-up, and completion of the Work.
B. All materials and equipment incorporated into the Work shall be as specified or, if not specified,
shall be of good quality and new, except as otherwise provided in the Contract Documents. All
special warranties and guarantees required by the Specifications shall expressly run to the benefit
of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of
required tests) as to the source, kind, and quality of materials and equipment.
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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
5.04 Project Schedule
A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01
and the General Requirements as it may be adjusted from time to time as provided below.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and
the General Requirements) proposed adjustments in the Project Schedule.
2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 9. Adjustments in Contract Time
for projects with City participation shall be made by participating change orders.
5.05 Substitutes and "Or -Equals "
A. Whenever an item of material or equipment is specified or described in the Contract Documents
by using the name of a proprietary item or the name of a particular Supplier, the specification or
description is intended to establish the type, function, appearance, and quality required. Unless
the specification or description contains or is followed by words reading that no like, equivalent,
or "or -equal" item or no substitution is permitted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
1. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by
Contractor is functionally equal to that named and sufficiently similar so that no change in
related Work will be required, it may be considered by City as an "or -equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
2) it will reliably perform at least equally well the function and achieve the results
imposed by the design concept of the completed Project as a functioning whole; and
3) it has a proven record of performance and availability of responsive service; and
b. Contractor certifies that, if approved and incorporated into the Work:
1) there will be no increase in cost to the City or increase in Contract Time; and
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2) it will conform substantially to the detailed requirements of the item named in the
Contract Documents.
2. Substitute Items:
a. If in City's sole discretion an item of material or equipment proposed by Contractor does
not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determine if the item of material or equipment proposed is essentially equivalent to that
named and an acceptable substitute therefor. Requests for review of proposed substitute
items of material or equipment will not be accepted by City from anyone other than
Contractor.
c. Contractor shall make written application to City for review of a proposed substitute item
of material or equipment that Contractor seeks to furnish or use. The application shall
comply with Section 0125 00 and:
1) shall certify that the proposed substitute item will:
i. perform adequately the functions and achieve the results called for by the general
design;
ii. be similar in substance to that specified;
iii. be suited to the same use as that specified; and
2) will state:
i. the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
ii. whether use of the proposed substitute item in the Work will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
iii. whether incorporation or use of the proposed substitute item in connection with
the Work is subject to payment of any license fee or royalty; and
3) will identify:
i. all variations of the proposed substitute item from that specified;
ii. available engineering, sales, maintenance, repair, and replacement services; and
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4) shall contain an itemized estimate of all costs or credits that will result directly or
indirectly from use of such substitute item, including costs of redesign and Damage
Claims of other contractors affected by any resulting change.
B. Substitute Construction Methods or Procedures: If a specific means, method, technique,
sequence, or procedure of construction is expressly required by the Contract Documents,
Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure
of construction approved by City. Contractor shall submit sufficient information to allow City, in
City's sole discretion, to determine that the substitute proposed is equivalent to that expressly
called for by the Contract Documents. Contractor shall make written application to City for
review in the same manner as those provided in Paragraph 5.05.A.2.
C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each
proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require
Contractor to furnish additional data about the proposed substitute. City will be the sole judge of
acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review
is complete, which will be evidenced by a Change Order in the case of a substitute and an
accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination.
D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special
performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall
indemnify and hold harmless City and anyone directly or indirectly employed by them from and
against any and all claims, damages, losses and expenses (including attorneys fees) arising out
of the use of substituted materials or equipment.
E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City for the charges for making changes in the Contract Documents.
F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Participating Change Order.
5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors)
A. The Contractor and any subcontractors are required to be prequalified for the work types
requiring pre -qualification
5.07 Concerning Subcontractors, Suppliers, and Others
A. Minority and Women Owned Business Enterprise Compliance:
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❑ Required for this Contract.
(Check this box if there is any City Participation)
❑ Not Required for this Contract.
It is City policy to ensure the full and equitable participation by Minority and Women Business
Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the
Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent
of the City's MWBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MWBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without
written consent of the City. Any unjustified change or deletion shall be a material breach of
Contract and may result in debarment in accordance with the procedures outlined in the
Ordinance.
3. Contractor shall, upon request by City, allow an audit and/or examination of any books,
records, or files in the possession of the Contractor that will substantiate the actual work
performed by an MWBE. Material misrepresentation of any nature will be grounds for
termination of the Contract. Any such misrepresentation may be grounds for disqualification
of Contractor to bid on future contracts with the City for a period of not less than three years.
B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors,
Suppliers, and other individuals or entities performing or furnishing any of the Work just as
Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract
Documents:
1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity
any contractual relationship between City and any such Subcontractor, Supplier or other
individual or entity; nor
2. shall create any obligation on the part of City to pay or to see to the payment of any moneys
due any such Subcontractor, Supplier, or other individual or entity except as may otherwise
be required by Laws and Regulations.
C. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the
Work under a direct or indirect contract with Contractor.
D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing
any of the Work shall communicate with City through Contractor.
E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an
appropriate agreement between Contractor and the Subcontractor or Supplier which specifically
binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract
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Documents, Contractor shall provide City contract numbers and reference numbers to the
Subcontractors and/or Suppliers.
5.08 Wage Rates
❑ Required for this Contract.
❑ Not Required for this Contract.
A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of
Chapter 2258, Texas Government Code (as amended), including the payment of not less than the
rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worker employed for each
calendar day or part of the day that the worker is paid less than the prevailing wage rates
stipulated in these contract documents. This penalty shall be retained by the City to offset its
administrative costs, pursuant to Texas Government Code 2258.023.
C. Complaints of Violations and City Determination of Good Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The City shall notify in writing the
Contractor or Subcontractor and any affected worker of its initial determination. Upon the
City's determination that there is good cause to believe the Contractor or Subcontractor has
violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or
claimants as the difference between wages paid and wages due under the prevailing wage rates,
such amounts being subtracted from successive progress payments pending a final determination
of the violation.
D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial determination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the 1 Ith day after the date that
arbitration is required, a district court shall appoint an arbitrator on the petition of any of the
persons. The City is not a party in the arbitration. The decision and award of the arbitrator is
final and binding on all parties and may be enforced in any court of competent jurisdiction.
E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3)
years following the date of acceptance of the work, maintain records that show (i) the name and
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occupation of each worker employed by the Contractor in the construction of the Work provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Payments. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall
otherwise require all of its Subcontractors to comply with Paragraphs A through G above.
5.09 Patent Fees and Royalties
A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold
harmless City, from and against all claims, costs, losses, and damages (including but not limited
to all fees and charges of engineers, architects, attorneys, and other professionals and all court
or arbitration or other dispute resolution costs) arising out of or relating to any infringement of
patent rights or copyrights incident to the use in the performance of the Work or resulting from
the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
5.10 Laws and Regulations
A. Contractor shall give all notices required by and shall comply with all Laws and Regulations
applicable to the performance of the Work. Except where otherwise expressly required by
applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws
or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such Work.
However, it shall not be Contractor's responsibility to make certain that the Specifications and
Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of
Contractor's obligations under Paragraph 3.01.
5.11 Use of Site and Other Areas
A. Limitation on Use of Site and Other Areas:
1. Contractor shall confine construction equipment, the storage of materials and equipment, and
the operations of workers to the Site and other areas permitted by Laws and Regulations, and
shall not unreasonably encumber the Site and other areas with construction equipment or
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other materials or equipment. Contractor shall assume full responsibility for any damage to
any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas
resulting from the performance of the Work.
2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is
carrying on operations in a portion of a street, right-of-way, or easement greater than is
necessary for proper execution of the Work, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
3. Should any Damage Claim be made by any such owner or occupant because of the
performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim.
4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and
against all claims, costs, losses, and damages arising out of or relating to any claim or
action, legal or equitable, brought by any such owner or occupant against City.
B. Removal of Debris During Performance of the Work: During the progress of the Work
Contractor shall keep the Site and other areas free from accumulations of waste materials,
rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other
debris shall conform to applicable Laws and Regulations.
C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the
clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the
Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as
the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the
written notice (by letter or electronic communication), and shall be entitled to recover its cost in
doing so. The City may withhold Final Acceptance until clean-up is complete and cost are
recovered.
D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and
the Work and make it ready for utilization by City or adjacent property owner. At the completion
of the Work Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded
in any manner that will endanger the structure, nor shall Contractor subject any part of the Work
or adjacent property to stresses or pressures that will endanger it.
5.12 Record Documents
A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor
and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change
Orders, Field Orders, and written interpretations and clarifications in good order and annotated
to show changes made during construction. These record documents together with all approved
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Samples and a counterpart of all accepted Submittals will be available to City for reference.
Upon completion of the Work, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City prior to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
5.13 Safety and Protection
A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the Work. Such responsibility does not relieve
Subcontractors of their responsibility for the safety of persons or property in the performance of
their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall
take all necessary precautions for the safety of, and shall provide the necessary protection to
prevent damage, injury or loss to:
1. all persons on the Site or who may be affected by the Work;
2. all the Work and materials and equipment to be incorporated therein, whether in storage on
or off the Site; and
3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks,
pavements, roadways, structures, utilities, and Underground Facilities not designated for
removal, relocation, or replacement in the course of construction.
B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of
persons or property, or to the protection of persons or property from damage, injury, or loss; and
shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall
notify owners of adjacent property and of Underground Facilities and other utility owners when
prosecution of the Work may affect them, and shall cooperate with them in the protection,
removal, relocation, and replacement of their property.
C. Contractor shall comply with the applicable requirements of City's safety programs, if any.
D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any,
with which City's employees and representatives must comply while at the Site.
E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused,
directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any
other individual or entity directly or indirectly employed by any of them to perform any of the
Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such time as all the Work is completed and City has accepted the Work.
5.14 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
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5.15 Hazard Communication Programs
Contractor shall be responsible for coordinating any exchange of material safety data sheets or other
hazard communication information required to be made available to or exchanged between or
among employers in accordance with Laws or Regulations.
5.16 Submittals
A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal
will be identified as required by City.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 5.16.C.
3. Submittals submitted as herein provided by Contractor and reviewed by City for
conformance with the design concept shall be executed in conformity with the Contract
Documents unless otherwise required by City.
4. When Submittals are submitted for the purpose of showing the installation in greater detail,
their review shall not excuse Contractor from requirements shown on the Drawings and
Specifications.
5. For -Information -Only submittals upon which the City is not expected to conduct review or
take responsive action may be so identified in the Contract Documents.
6. Submit required number of Samples specified in the Specifications.
7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers,
the use for which intended and other data as City may require to enable City to review the
submittal for the limited purposes required by Paragraph 5.16.C.
B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any
related Work performed prior to City's review and acceptance of the pertinent submittal will be
at the sole expense and responsibility of Contractor.
C. City's Review:
1. City will provide timely review of required Submittals in accordance with the Schedule of
Submittals acceptable to City. City's review and acceptance will be only to determine if the
items covered by the submittals will, after installation or incorporation in the Work, conform
to the information given in the Contract Documents and be compatible with the design
concept of the completed Project as a functioning whole as indicated by the Contract
Documents.
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2. City's review and acceptance will not extend to means, methods, techniques, sequences, or
procedures of construction (except where a particular means, method, technique, sequence,
or procedure of construction is specifically and expressly called for by the Contract
Documents) or to safety precautions or programs incident thereto. The review and
acceptance of a separate item as such will not indicate approval of the assembly in which the
item functions.
3. City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section 01 33 00 and City has given written acceptance of each
such variation by specific written notation thereof incorporated in or accompanying the
Submittal. City's review and acceptance shall not relieve Contractor from responsibility for
complying with the requirements of the Contract Documents.
5.17 Contractor's General Warranty and Guarantee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
1. abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subcontractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Work in accordance with the Contract
Documents shall be absolute. None of the following will constitute an acceptance of Work that is
not in accordance with the Contract Documents or a release of Contractor's obligation to
perform the Work in accordance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City or Developer of any progress or final payment;
3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by
City;
4. use or occupancy of the Work or any part thereof by City;
5. any review and acceptance of a Submittal by City;
6. any inspection, test, or approval by others; or
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7. any correction of defective Work by City.
D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to
other work or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Work unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
4.02.13. The City will give notice of observed defects with reasonable promptness.
5.18 Indemnification
A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
City, its officers, servants and employees, from and against any and all claims arising out of, or
alleged to arise out of, the work and services to be performed by the Contractor, its officers,
agents, employees, subcontractors, licenses or invitees under this Contract. THIS
INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE
AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME
OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY
ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is
intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by
the City in defending against such claims and causes of actions.
B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its
officers, servants and employees, from and against any and all loss, damage or destruction of
property of the City, arising out of, or alleged to arise out of, the work and services to be
performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees
under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY
INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR
PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE
CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF
THE CITY.
5.19 Delegation of Professional Design Services
A. Contractor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submittals prepared by such professional. Submittals related to the Work designed or certified
by such professional, if prepared by others, shall bear such professional's written approval when
submitted to City.
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C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services,
certifications or approvals performed by such design professionals, provided City has specified
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design
drawings will be only for the limited purpose of checking for conformance with performance
and design criteria given and the design concept expressed in the Contract Documents. City's
review and acceptance of Submittals (except design calculations and design drawings) will be
only for the purpose stated in Paragraph 5.16.C.
5.20 Right to Audit:
A. The City reserves the right to audit all projects utilizing City funds
B. The Contractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of the Contractor involving transactions relating
to this Contract. Contractor agrees that the City shall have access during Regular Working Hours
to all necessary Contractor facilities and shall be provided adequate and appropriate work space
in order to conduct audits in compliance with the provisions of this Paragraph. The City shall
give Contractor reasonable advance notice of intended audits.
C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that
the subcontractor agrees that the City shall, until the expiration of three (3) years after final
payment under this Contract, have access to and the right to examine and photocopy any directly
pertinent books, documents, papers, and records of such Subcontractor, involving transactions to
the subcontract, and further, that City shall have access during Regular Working Hours to all
Subcontractor facilities, and shall be provided adequate and appropriate work space in order to
conduct audits in compliance with the provisions of this Paragraph. The City shall give
Subcontractor reasonable advance notice of intended audits.
D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the
City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate
published in the Texas Administrative Code in effect as of the time copying is performed.
5.21 Nondiscrimination
A. The City is responsible for operating Public Transportation Programs and implementing transit -
related projects, which are funded in part with Federal financial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
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ARTICLE 6 — OTHER WORK AT THE SITE
6.01 Related Work at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City contractors, or through other direct contracts therefor, or have other work performed by
utility owners. If such other work is not noted in the Contract Documents, then written notice
thereof will be given to Contractor prior to starting any such other work; and
B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility
owner, and City, if City is performing other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opportunity for the
introduction and storage of materials and equipment and the execution of such other work, and
properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of
the Work that may be required to properly connect or otherwise make its several parts come
together and properly integrate with such other work. Contractor shall not endanger any work of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor may cut or alter others' work with the written consent of City and the others whose
work will be affected.
C. If the proper execution or results of any part of Contractor's Work depends upon work
performed by others under this Article 7, Contractor shall inspect such other work and promptly
report to City in writing any delays, defects, or deficiencies in such other work that render it
unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's
failure to so report will constitute an acceptance of such other work as fit and proper for
integration with Contractor's Work except for latent defects in the work provided by others.
ARTICLE 7 — CITY'S RESPONSIBILITIES
7.01 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
11.03.
7.02 Limitations on City's Responsibilities
A. The City shall not supervise, direct, or have control or authority over, nor be responsible for,
Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety
precautions and programs incident thereto, or for any failure of Contractor to comply with Laws
and Regulations applicable to the performance of the Work. City will not be responsible for
Contractor's failure to perform the Work in accordance with the Contract Documents.
B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13.
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7.03 Compliance with Safety Program
While at the Site, City's employees and representatives shall comply with the specific applicable
requirements of Contractor's safety programs of which City has been informed pursuant to
Paragraph 5.13.
ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
8.01 City's Project Representative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the limitations of authority of City's representative during construction are
set forth in the Contract Documents.
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Work
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents.
8.02 Authorized Variations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City Developer, and also on Contractor, who shall perform the Work involved promptly.
8.03 Rejecting Defective Work
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or
completed.
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8.04 Determinations for Work Performed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary determinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modified to
reflect changed factual conditions or more accurate data).
ARTICLE 9 — CHANGES IN THE WORK
9.01 Authorized Changes in the Work
A. Without invalidating the Contract and without notice to any surety, City may, at any time or
from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall
promptly proceed with the Work involved which will be performed under the applicable
conditions of the Contract Documents (except as otherwise specifically provided). Extra Work
shall be memorialized by a Participating Change Order which may or may not precede an order
of Extra work.
B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a
project with City participation, a Field Order may be issued by the City.
9.02 Notification to Surety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Work or the provisions of the Contract Documents (including, but not limited
to, Contract Price or Contract Time), the giving of any such notice will be Contractor's
responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the
effect of any such change.
ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
10.01 Change of Contract Price
A. The Contract Price may only be changed by a Participating Change Order for projects with City
participation.
10.02 Change of Contract Time
A. The Contract Time may only be changed by a Participating Change Order for projects with City
participation.
10.03 Delays
A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or
damages (including but not limited to all fees and charges of engineers, architects, attorneys, and
other professionals and all court or arbitration or other dispute resolution costs) sustained by
Contractor on or in connection with any other project or anticipated project.
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ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
11.01 Notice of Defects
Notice of all defective Work of which City has actual knowledge will be given to Contractor.
Defective Work may be rejected, corrected, or accepted as provided in this Article 13.
11.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
11.03 Tests and Inspections
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full
responsibility for arranging and obtaining such independent inspections, tests, retests or
approvals, pay all costs in connection therewith, and furnish City the required certificates of
inspection or approval; excepting, however, those fees specifically identified in the
Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR)
inspections, which shall be paid as described in the Supplementary Conditions.
C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection
with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incorporation in the Work.
Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by
City.
D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to
perform any inspections or tests ("Testing") for any part of the Work, as determined solely by
City.
1. City will coordinate such Testing to the extent possible, with Contractor;
2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other
similar negative result, the Contractor shall be responsible for paying for any and all retests.
Contractor's cancellation without cause of City initiated Testing shall be deemed a negative
result and require a retest.
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3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the
Testing Lab by Contractor.
Developer/Contractor.
City will forward all invoices for retests to
4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance
until the Testing Lab is Paid
E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by
Contractor without written concurrence of City, Contractor shall, if requested by City, uncover
such Work for observation.
11.04 Uncovering Work
A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it
must, if requested by City, be uncovered for City's observation and replaced at Contractor's
expense.
11.05 City May Stop the Work
If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials
or equipment, or fails to perform the Work in such a way that the completed Work will conform to
the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until
the cause for such order has been eliminated; however, this right of City to stop the Work shall not
give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any
Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent
of any of them.
11.06 Correction or Removal of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
11.07 Correction Period
A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may
be prescribed by the terms of any applicable special guarantee required by the Contract
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STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 31
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 31 of 35
Documents), any Work is found to be defective, or if the repair of any damages to the land or
areas made available for Contractor's use by City or permitted by Laws and Regulations as
contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without
cost to City and in accordance with City's written instructions:
1. repair such defective land or areas; or
2. correct such defective Work; or
3. if the defective Work has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may have the rejected Work removed and replaced. All claims,
costs, losses, and damages (including but not limited to all fees and charges of engineers,
architects, attorneys, and other professionals and all court or other dispute resolution costs)
arising out of or relating to such correction or repair or such removal and replacement (including
but not limited to all costs of repair or replacement of work of others) will be paid by Contractor.
C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 11.07, the correction period hereunder with respect
to such Work may be required to be extended for an additional period of one year after the end
of the initial correction period. City shall provide 30 days written notice to Contractor and
Developer should such additional warranty coverage be required. Contractor's obligations under
this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this
Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any
applicable statute of limitation or repose.
11.08 City May Correct Defective Work
A. If Contractor fails within a reasonable time after written notice from City to correct defective
Work, or to remove and replace rejected Work as required by City in accordance with Paragraph
11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents,
or if Contractor fails to comply with any other provision of the Contract Documents, City may,
after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such
deficiency.
B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed
expeditiously. In connection with such corrective or remedial action, City may exclude
Contractor from all or part of the Site, take possession of all or part of the Work and suspend
Contractor's services related thereto, and incorporate in the Work all materials and equipment
incorporated in the Work, stored at the Site or for which City has paid Contractor but which are
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 32
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 32 of 35
stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants,
employees, and City's other contractors, access to the Site to enable City to exercise the rights
and remedies under this Paragraph.
C. All claims, costs, losses, and damages (including but not limited to all fees and charges of
engineers, architects, attorneys, and other professionals and all court or other dispute resolution
costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph
13.09 will be charged against Contractor, and a Change Order will be issued incorporating the
necessary revisions in the Contract Documents with respect to the Work; and City shall be
entitled to an appropriate decrease in the Contract Price.
D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the
performance of the Work attributable to the exercise of City's rights and remedies under this
Paragraph 11.09.
ARTICLE 12 — COMPLETION
12.01 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment will pass to City no later than the time of Final Acceptance and shall be
free and clear of all Liens.
12.02 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed
part of the Work which has specifically been identified in the Contract Documents, or which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Work. City at any time may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City determines to be ready for its
intended use, subject to the following conditions:
1. Contractor at any time may notify City in writing that Contractor considers any such part of
the Work ready for its intended use.
2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and
Contractor shall make an inspection of that part of the Work to determine its status of
completion. If City does not consider that part of the Work to be substantially complete, City
will notify Contractor in writing giving the reasons therefor.
3. Partial Utilization will not constitute Final Acceptance by City.
12.03 Final Inspection
A. Upon written notice from Contractor that the entire Work is complete in accordance with the
Contract Documents:
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 33
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 33 of 35
1. within 10 days, City will schedule a Final Inspection with Contractor.
2. City will notify Contractor in writing of all particulars in which this inspection reveals that
the Work is incomplete or defective. Contractor shall immediately take such measures as are
necessary to complete such Work or remedy such deficiencies.
12.04 Final Acceptance
A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the
Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction
of the following:
1. All documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
2. consent of the surety, if any, to Final Acceptance;
3. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to
City) of all Lien rights arising out of or Liens filed in connection with the Work.
5. after all Damage Claims have been resolved:
a. directly by the Contractor or;
b. Contractor provides evidence that the Damage Claim has been reported to Contractor's
insurance provider for resolution.
6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or
other requirements of the Contract Documents which specifically continue thereafter.
ARTICLE 13 — SUSPENSION OF WORK
13.01 City May Suspend Work
A. At any time and without cause, City may suspend the Work or any portion thereof by written
notice to Contractor and which may fix the date on which Work will be resumed. Contractor
shall resume the Work on the date so fixed. During temporary suspension of the Work covered
by these Contract Documents, for any reason, the City will stop contract time on City
participation projects.
B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the
control of and without the fault or negligence of the Contractor, and should it be determined by
mutual consent of the Contractor and City that a solution to allow construction to proceed is not
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 34
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 34 of 35
available within a reasonable period of time, Contractor may request an extension in Contract
Time, directly attributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
store all materials in such a manner that they will not obstruct or impede the public unnecessarily
nor become damaged in any way, and he shall take every precaution to prevent damage or
deterioration of the work performed; he shall provide suitable drainage about the work, and erect
temporary structures where necessary.
ARTICLE 14 — MISCELLANEOUS
14.01 Giving Notice
A. Whenever any provision of the Contract Documents requires the giving of written notice, it will
be deemed to have been validly given i£
1. delivered in person to the individual or to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving party.
14.02 Computation of Times
When any period of time is referred to in the Contract Documents by days, it will be computed to
exclude the first and include the last day of such period. If the last day of any such period falls on a
Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last
day of the period.
14.03 Cumulative Remedies
The duties and obligations imposed by these General Conditions and the rights and remedies
available hereunder to the parties hereto are in addition to, and are not to be construed in any way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
00 73 10- 35
Standard City Conditions Of The Construction Contract For Developer Awarded Projects
Page 35 of 35
14.04 Survival of Obligations
All representations, indemnifications, warranties, and guarantees made in, required by, or given in
accordance with the Contract Documents, as well as all continuing obligations indicated in the
Contract Documents, will survive final payment, completion, and acceptance of the Work or
termination or completion of the Contract or termination of the services of Contractor.
14.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
CITY OF FORT WORTH
STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS
Revised: January 10, 2013
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
SECTION 01 11 00
SUMMARY OF WORK
011100-1
DAP SUMMARY OF WORK
Page 1 of 3
5 A. Section Includes:
6 1. Summary of Work to be performed in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 1. None.
9 C. Related Specification Sections include, but are not necessarily limited to:
10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract
11 2. Division 1 - General Requirements
12 1.2 PRICE AND PAYMENT PROCEDURES
13 A. Measurement and Payment
14 1. Work associated with this Item is considered subsidiary to the various items bid.
15 No separate payment will be allowed for this Item.
16 1.3 REFERENCES [NOT USED]
17 1.4 ADMINISTRATIVE REQUIREMENTS
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights -of -way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
a. A reasonable amount of tools, materials, and equipment for construction
purposes may be stored in such space, but no more than is necessary to avoid
delay in the construction operations.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN104024
Revised December 20, 2012
011100-2
DAP SUMMARY OF WORK
Page 2 of 3
1 b. Excavated and waste materials shall be stored in such a way as not to interfere
2 with the use of spaces that may be designated to be left free and unobstructed
3 and so as not to inconvenience occupants of adjacent property.
4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such
5 manner as not to interfere with the operation of the railroad.
6 1) All Work shall be in accordance with railroad requirements set forth in
7 Division 0 as well as the railroad permit.
8 D. Work within Easements
9 1. Do not enter upon private property for any purpose without having previously
10 obtained permission from the owner of such property.
11 2. Do not store equipment or material on private property unless and until the
12 specified approval of the property owner has been secured in writing by the
13 Contractor and a copy furnished to the City.
14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of
15 obstructions which must be removed to make possible proper prosecution of the
16 Work as a part of the project construction operations.
17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
18 lawns, fences, culverts, curbing, and all other types of structures or improvements,
19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
20 appurtenances thereof, including the construction of temporary fences and to all
21 other public or private property adjacent to the Work.
22 5. Notify the proper representatives of the owners or occupants of the public or private
23 lands of interest in lands which might be affected by the Work.
24 a. Such notice shall be made at least 48 hours in advance of the beginning of the
25 Work.
26 b. Notices shall be applicable to both public and private utility companies and any
27 corporation, company, individual, or other, either as owners or occupants,
28 whose land or interest in land might be affected by the Work.
29 c. Be responsible for all damage or injury to property of any character resulting
30 from any act, omission, neglect, or misconduct in the manner or method or
31 execution of the Work, or at any time due to defective work, material, or
32 equipment.
33 6. Fence
34 a. Restore all fences encountered and removed during construction of the Project
35 to the original or a better than original condition.
36 b. Erect temporary fencing in place of the fencing removed whenever the Work is
37 not in progress and when the site is vacated overnight, and/or at all times to
38 provide site security.
39 c. The cost for all fence work within easements, including removal, temporary
40 closures and replacement, shall be subsidiary to the various items bid in the
41 project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN104024
Revised December 20, 2012
011100-3
DAP SUMMARY OF WORK
Page 3 of 3
1 1.5
SUBMITTALS [NOT USED]
2 1.6
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7
CLOSEOUT SUBMITTALS [NOT USED]
4 1.8
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9
QUALITY ASSURANCE [NOT USED]
6 1.10
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11
FIELD [SITE] CONDITIONS [NOT USED]
8 1.12
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11
12
13
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN104024
Revised December 20, 2012
012500-1
DAP SUBSTITUTION PROCEDURES
SECTION 0125 00
SUBSTITUTION PROCEDURES
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 4
The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or performance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Catalog number
2. Substitutions are not "or -equals".
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid. No
separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Request for Substitution - General
1. Within 30 days after award of Contract (unless noted otherwise), the City will
consider formal requests from Contractor for substitution of products in place of
those specified.
2. Certain types of equipment and kinds of material are described in Specifications by
means of references to names of manufacturers and vendors, trade names, or catalog
numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or -equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or -equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock RoadlWoodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
012500-2
DAP SUBSTITUTION PROCEDURES
Page 2 of 4
b. Contractor proposes a cost and/or time reduction incentive to the City.
1.5 SUBMITTALS
A. See Request for Substitution Form (attached)
B. Procedure for Requesting Substitution
1. Substitution shall be considered only:
a. After award of Contract
b. Under the conditions stated herein
2. Submit 3 copies of each written request for substitution, including:
a. Documentation
1) Complete data substantiating compliance of proposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C. Approval or Rejection
1. Written approval or rejection of substitution given by the City
2. City reserves the right to require proposed product to comply with color and pattern
of specified product if necessary to secure design intent.
3. In the event the substitution is approved, if a reduction in cost or time results, it will
be documented by Change Order.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock RoadlWoodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
012500-3
DAP SUBSTITUTION PROCEDURES
Page 3 of 4
4. Substitution will be rejected if.
a. Submittal is not through the Contractor with his stamp of approval
b. Request is not made in accordance with this Specification Section
c. In the Developer's opinion, acceptance will require substantial revision of the
original design
d. In the City's or Developer's opinion, substitution will not perform adequately
the function consistent with the design intent
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. In making request for substitution or in using an approved product, the Contractor
represents that the Contractor:
1. Has investigated proposed product, and has determined that it is adequate or
superior in all respects to that specified, and that it will perform function for which it
is intended
2. Will provide same guarantee for substitute item as for product specified
3. Will coordinate installation of accepted substitution into Work, to include building
modifications if necessary, making such changes as may be required for Work to be
complete in all respects
4. Waives all claims for additional costs related to substitution which subsequently
arise
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock RoadlWoodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
012500-4
DAP SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the specified item for
the above project:
SECTION PARAGRAPH SPECIFIED ITEM
Proposed Substitution:
Reason for Substitution:
Include complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Fill in Blanks Below:
A. Will the undersigned contractor pay for changes to the building design, including engineering
and detailing costs caused by the requested substitution?
B. What effect does substitution have on other trades?
C. Differences between proposed substitution and specified item?
D. Differences in product cost or product delivery time?
E. Manufacturer's guarantees of the proposed and specified items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to the
specified item.
Submitted By: For Use by City
Signature
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
City
Recommended Recommended
Not recommended Received late
By
Date
Remarks
Date
Rej ected
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock RoadlWoodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013119-1
DAP PRECONSTRUCTION MEETING
SECTION 01 31 19
PRECONSTRUCTION MEETING
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
Page 1 of 3
1. Provisions for the preconstruction meeting to be held prior to the start of Work to
clarify construction contract administration procedures
B. Deviations from this City of Fort Worth Standard Specification
1. No construction schedule required unless requested by the City.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Attend preconstruction meeting.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualified and authorized to act on behalf of the entity each represents.
3. Meeting administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
B. Preconstruction Meeting
1. A preconstruction meeting will be held within 14 days after the delivery of the
distribution package to the City.
a. The meeting will be scheduled and administered by the City.
2. The Project Representative will preside at the meeting, prepare the notes of the
meeting and distribute copies of same to all participants who so request by fully
completing the attendance form to be circulated at the beginning of the meeting.
3. Attendance shall include:
a. Developer and Consultant
b. Contractor's project manager
c. Contractor's superintendent
d. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
01 31 19 - 2
DAP PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Preliminary Agenda may include:
a. Introduction of Project Personnel
b. General Description of Project
c. Status of right-of-way, utility clearances, easements or other pertinent permits
d. Contractor's work plan and schedule
e. Contract Time
f. Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre -Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
ff. Temporary construction facilities
gg. MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013119-3
DAP PRECONSTRUCTION MEETING
Page 3 of 3
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013233-1
DAP PRECONSTRUCTION VIDEO
Page 1 of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative and procedural requirements for:
a. Preconstruction Videos
B. Deviations from this City of Fort Worth Standard Specification
1. Though not mandatory, it is highly recommended on infill developer projects.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Preconstruction Video
1. Produce a preconstruction video of the site/alignment, including all areas in the
vicinity of and to be affected by construction.
a. Provide digital copy of video upon request by the City.
2. Retain a copy of the preconstruction video until the end of the maintenance surety
period.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
01 32 33 - 2
DAP PRECONSTRUCTION VIDEO
Page 2 of 2
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock RoadlWoodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
SECTION 0133 00
DAP SUBMITTALS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
013300-1
DAP SUBMITTALS
Page 1 of 8
General methods and requirements of submissions applicable to the following
Work -related submittals:
a. Shop Drawings
b. Product Data (including Standard Product List submittals)
c. Samples
d. Mock Ups
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordination
1. Notify the City in writing, at the time of submittal, of any deviations in the
submittals from the requirements of the Contract Documents.
2. Coordination of Submittal Times
a. Prepare, prioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
specified in the individual Work Sections, of the Specifications.
b. Contractor is responsible such that the installation will not be delayed by
processing times including, but not limited to:
a) Disapproval and resubmittal (if required)
b) Coordination with other submittals
c) Testing
d) Purchasing
e) Fabrication
f) Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufficiently in advance of the Work.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013300-2
DAP SUBMITTALS
Page 2 of 8
d. Make submittals promptly in accordance with approved schedule, and in such
sequence as to cause no delay in the Work or in the work of any other
contractor.
B. Submittal Numbering
When submitting shop drawings or samples, utilize a 9-character submittal cross-
reference identification numbering system in the following manner:
a. Use the first 6 digits of the applicable Specification Section Number.
b. For the next 2 digits number use numbers 01-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
Review shop drawings, product data and samples, including those by
subcontractors, prior to submission to determine and verify the following:
a. Field measurements
b. Field construction criteria
c. Catalog numbers and similar data
d. Conformance with the Contract Documents
2. Provide each shop drawing, sample and product data submitted by the Contractor
with a Certification Statement affixed including:
a. The Contractor's Company name
b. Signature of submittal reviewer
c. Certification Statement
1) `By this submittal, I hereby represent that I have determined and verified
field measurements, field construction criteria, materials, dimensions,
catalog numbers and similar data and I have checked and coordinated each
item with other applicable approved shop drawings."
D. Submittal Format
1. Fold shop drawings larger than 8 '/2 inches x 11 inches to 8 '/2 inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013300-3
DAP SUBMITTALS
Page 3 of 8
2. The Project title and number
3. Contractor identification
4. The names of:
a. Contractor
b. Supplier
c. Manufacturer
5. Identification of the product, with the Specification Section number, page and
paragraph(s)
6. Field dimensions, clearly identified as such
7. Relation to adjacent or critical features of the Work or materials
8. Applicable standards, such as ASTM or Federal Specification numbers
9. Identification by highlighting of deviations from Contract Documents
10. Identification by highlighting of revisions on resubmittals
11. An 8-inch x 3-inch blank space for Contractor and City stamps
F. Shop Drawings
1. As specified in individual Work Sections includes, but is not necessarily limited to:
a. Custom -prepared data such as fabrication and erection/installation (working)
drawings
b. Scheduled information
c. Setting diagrams
d. Actual shopwork manufacturing instructions
e. Custom templates
f. Special wiring diagrams
g. Coordination drawings
h. Individual system or equipment inspection and test reports including:
1) Performance curves and certifications
i. As applicable to the Work
2. Details
a. Relation of the various parts to the main members and lines of the structure
b. Where correct fabrication of the Work depends upon field measurements
1) Provide such measurements and note on the drawings prior to submitting
for approval.
G. Product Data
1. For submittals of product data for products included on the City's Standard Product
List, clearly identify each item selected for use on the Project.
2. For submittals of product data for products not included on the City's Standard
Product List, submittal data may include, but is not necessarily limited to:
a. Standard prepared data for manufactured products (sometimes referred to as
catalog data)
1) Such as the manufacturer's product specification and installation
instructions
2) Availability of colors and patterns
3) Manufacturer's printed statements of compliances and applicability
4) Roughing -in diagrams and templates
5) Catalog cuts
6) Product photographs
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013300-4
DAP SUBMITTALS
Page 4 of 8
7) Standard wiring diagrams
8) Printed performance curves and operational -range diagrams
9) Production or quality control inspection and test reports and certifications
10) Mill reports
11) Product operating and maintenance instructions and recommended
spare -parts listing and printed product warranties
12) As applicable to the Work
H. Samples
As specified in individual Sections, include, but are not necessarily limited to:
a. Physical examples of the Work such as:
1) Sections of manufactured or fabricated Work
2) Small cuts or containers of materials
3) Complete units of repetitively used products color/texture/pattern swatches
and range sets
4) Specimens for coordination of visual effect
5) Graphic symbols and units of Work to be used by the City for independent
inspection and testing, as applicable to the Work
I. Do not start Work requiring a shop drawing, sample or product data nor any material to
be fabricated or installed prior to the approval or qualified approval of such item.
1. Fabrication performed, materials purchased or on -site construction accomplished
which does not conform to approved shop drawings and data is at the Contractor's
risk.
2. The City will not be liable for any expense or delay due to corrections or remedies
required to accomplish conformity.
3. Complete project Work, materials, fabrication, and installations in conformance
with approved shop drawings, applicable samples, and product data.
J. Submittal Distribution
Electronic Distribution
a. Confirm development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by the
City.
b. Shop Drawings
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
b) If Contractor requires more than 1 hard copy of Shop Drawings
returned, Contractor shall submit more than the number of copies listed
above.
c. Product Data
1) Upload submittal to designated project directory and notify appropriate
City representatives via email of submittal posting.
2) Hard Copies
a) 3 copies for all submittals
d. Samples
1) Distributed to the Project Representative
2. Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013300-5
DAP SUBMITTALS
Page 5 of 8
a. Shop Drawings
1) Distributed to the City
2) Copies
a) 8 copies for mechanical submittals
b) 7 copies for all other submittals
c) If Contractor requires more than 3 copies of Shop Drawings returned,
Contractor shall submit more than the number of copies listed above.
b. Product Data
1) Distributed to the City
2) Copies
a) 4 copies
c. Samples
1) Distributed to the Project Representative
2) Copies
a) Submit the number stated in the respective Specification Sections.
Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site file and elsewhere as
directed by the City.
a. Provide number of copies as directed by the City but not exceeding the number
previously specified.
K. Submittal Review
1. The review of shop drawings, data and samples will be for general conformance
with the design concept and Contract Documents. This is not to be construed as:
a. Permitting any departure from the Contract requirements
b. Relieving the Contractor of responsibility for any errors, including details,
dimensions, and materials
c. Approving departures from details furnished by the City, except as otherwise
provided herein
2. The review and approval of shop drawings, samples or product data by the City
does not relieve the Contractor from his/her responsibility with regard to the
fulfillment of the terms of the Contract.
a. All risks of error and omission are assumed by the Contractor, and the City will
have no responsibility therefore.
3. The Contractor remains responsible for details and accuracy, for coordinating the
Work with all other associated work and trades, for selecting fabrication processes,
for techniques of assembly and for performing Work in a safe manner.
4. If the shop drawings, data or samples as submitted describe variations and show a
departure from the Contract requirements which City finds to be in the interest of
the City and to be so minor as not to involve a change in Contract Price or time for
performance, the City may return the reviewed drawings without noting an
exception.
5. Submittals will be returned to the Contractor under 1 of the following codes:
a. Code 1
1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or
comments on the submittal.
a) When returned under this code the Contractor may release the
equipment and/or material for manufacture.
b. Code 2
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013300-6
DAP SUBMITTALS
Page 6 of 8
1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of
the notations and comments IS NOT required by the Contractor.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
c. Code 3
1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is
assigned when notations and comments are extensive enough to require a
resubmittal of the package.
a) The Contractor may release the equipment or material for manufacture;
however, all notations and comments must be incorporated into the
final product.
b) This resubmittal is to address all comments, omissions and
non -conforming items that were noted.
c) Resubmittal is to be received by the City within 15 Calendar Days of
the date of the City's transmittal requiring the resubmittal.
d. Code 4
1) "NOT APPROVED" is assigned when the submittal does not meet the
intent of the Contract Documents.
a) The Contractor must resubmit the entire package revised to bring the
submittal into conformance.
b) It may be necessary to resubmit using a different manufacturer/vendor
to meet the Contract Documents.
6. Resubmittals
a. Handled in the same manner as first submittals
1) Corrections other than requested by the City
2) Marked with revision triangle or other similar method
a) At Contractor's risk if not marked
b. Submittals for each item will be reviewed no more than twice at the City's
expense.
1) All subsequent reviews will be performed at times convenient to the City
and at the Contractor's expense, based on the City's or City
Representative's then prevailing rates.
2) Provide Contractor reimbursement to the City within 30 Calendar Days for
all such fees invoiced by the City.
c. The need for more than 1 resubmission or any other delay in obtaining City's
review of submittals, will not entitle the Contractor to an extension of Contract
Time.
7. Partial Submittals
a. City reserves the right to not review submittals deemed partial, at the City's
discretion.
b. Submittals deemed by the City to be not complete will be returned to the
Contractor, and will be considered "Not Approved" until resubmitted.
c. The City may at its option provide a list or mark the submittal directing the
Contractor to the areas that are incomplete.
8. If the Contractor considers any correction indicated on the shop drawings to
constitute a change to the Contract Documents, then written notice must be
provided thereof to the Developer at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013300-7
DAP SUBMITTALS
Page 7 of 8
9. When the shop drawings have been completed to the satisfaction of the City, the
Contractor may carry out the construction in accordance therewith and no further
changes therein except upon written instructions from the City.
10. Each submittal, appropriately coded, will be returned within 30 Calendar Days
following receipt of submittal by the City.
L. Mock ups
1. Mock Up units as specified in individual Sections, include, but are not necessarily
limited to, complete units of the standard of acceptance for that type of Work to be
used on the Project. Remove at the completion of the Work or when directed.
M. Qualifications
1. If specifically required in other Sections of these Specifications, submit a P.E.
Certification for each item required.
N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Sufficient information shall be attached to permit a written response without further
information.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
013300-8
DAP SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
1040IZI]wlX40Y1.130
Revision Log
DATE NAME SUMMARY OF CHANGE
12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August 30, 2013
0135 13- 1
DAP SPECIAL PROJECT PROCEDURES
Page 1 of 7
1 SECTION 0135 13
2 SPECIAL PROJECT PROCEDURES
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedures for special project circumstances that includes, but is not limited to:
7 a. Coordination with the Texas Department of Transportation
8 b. Work near High Voltage Lines
9 c. Confined Space Entry Program
10 d. Air Pollution Watch Days
11 e. Use of Explosives, Drop Weight, Etc.
12 f. Water Department Notification
13 g. Public Notification Prior to Beginning Construction
14 h. Coordination with United States Army Corps of Engineers
15 i. Coordination within Railroad permits areas
16 j. Dust Control
17 k. Employee Parking
18 B. Deviations from this City of Fort Worth Standard Specification
19 1. None.
20 C. Related Specification Sections include, but are not necessarily limited to:
21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
22 2. Division 1 — General Requirements
23 3. Section 33 12 25 — Connection to Existing Water Mains
24
25 1.2 REFERENCES
26 A. Reference Standards
27 1. Reference standards cited in this Specification refer to the current reference
28 standard published at the time of the latest revision date logged at the end of this
29 Specification, unless a date is specifically cited.
30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
31 High Voltage Overhead Lines.
32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction
33 Specification
34 1.3 ADMINISTRATIVE REQUIREMENTS
35 A. Coordination with the Texas Department of Transportation
36 1. When work in the right-of-way which is under the jurisdiction of the Texas
37 Department of Transportation (TxDOT):
38 a. Notify the Texas Department of Transportation prior to commencing any work
39 therein in accordance with the provisions of the permit
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August, 30, 2013
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0135 13-2
DAP SPECIAL PROJECT PROCEDURES
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b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
1. Regulatory Requirements
a. All Work near High Voltage Lines (more than 600 volts measured between
conductors or between a conductor and the ground) shall be in accordance with
Health and Safety Code, Title 9, Subtitle A, Chapter 752.
2. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
3. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage -type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
4. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
1) After notification coordinate with the power company to:
a) Erect temporary mechanical barriers, de -energize the lines, or raise or
lower the lines
c. No personnel may work within 6 feet of a high voltage line before the above
requirements have been met.
C. Confined Space Entry Program
1. Provide and follow approved Confined Space Entry Program in accordance with
OSHA requirements.
2. Confined Spaces include:
a. Manholes
b. All other confined spaces in accordance with OSHA's Permit Required for
Confined Spaces
D. Use of Explosives, Drop Weight, Etc.
1. When Contract Documents permit on the project the following will apply:
a. Public Notification
1) Submit notice to City and proof of adequate insurance coverage, 24 hours
prior to commencing.
2) Minimum 24 hour public notification in accordance with Section 013 1 13
E. Water Department Coordination
1. During the construction of this project, it will be necessary to deactivate, for a
period of time, existing lines. The Contractor shall be required to coordinate with
the Water Department to determine the best times for deactivating and activating
those lines.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August, 30, 2013
0135 13 - 3
DAP SPECIAL PROJECT PROCEDURES
Page 3 of 7
1 2. Coordinate any event that will require connecting to or the operation of an existing
2 City water line system with the City's representative.
3 a. Coordination shall be in accordance with Section 33 12 25.
4 b. If needed, obtain a hydrant water meter from the Water Department for use
5 during the life of named project.
6 c. In the event that a water valve on an existing live system be turned off and on
7 to accommodate the construction of the project is required, coordinate this
8 activity through the appropriate City representative.
9 1) Do not operate water line valves of existing water system.
10 a) Failure to comply will render the Contractor in violation of Texas Penal
11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
12 will be prosecuted to the full extent of the law.
13 b) In addition, the Contractor will assume all liabilities and
14 responsibilities as a result of these actions.
15 F. Public Notification Prior to Beginning Construction
16 1. Prior to beginning construction on any block in the project, on a block by block
17 basis, prepare and deliver a notice or flyer of the pending construction to the front
18 door of each residence or business that will be impacted by construction. The notice
19 shall be prepared as follows:
20 a. Post notice or flyer 7 days prior to beginning any construction activity on each
21 block in the project area.
22 1) Prepare flyer on the Contractor's letterhead and include the following
23 information:
24 a) Name of Project
25 b) City Project No (CPN)
26 c) Scope of Project (i.e. type of construction activity)
27 d) Actual construction duration within the block
28 e) Name of the contractor's foreman and phone number
29 f) Name of the City's inspector and phone number
30 g) City's after-hours phone number
31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit
32 A.
33 3) Submit schedule showing the construction start and finish time for each
34 block of the project to the inspector.
35 4) Deliver flyer to the City Inspector for review prior to distribution.
36 b. No construction will be allowed to begin on any block until the flyer is
37 delivered to all residents of the block.
38 G. Public Notification of Temporary Water Service Interruption during Construction
39 1. In the event it becomes necessary to temporarily shut down water service to
40 residents or businesses during construction, prepare and deliver a notice or flyer of
41 the pending interruption to the front door of each affected resident.
42 2. Prepared notice as follows:
43 a. The notification or flyer shall be posted 24 hours prior to the temporary
44 interruption.
45 b. Prepare flyer on the contractor's letterhead and include the following
46 information:
47 1) Name of the project
48 2) City Project Number
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August, 30, 2013
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0135 13 - 4
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3) Date of the interruption of service
4) Period the interruption will take place
5) Name of the contractor's foreman and phone number
6) Name of the City's inspector and phone number
c. A sample of the temporary water service interruption notification is attached as
Exhibit B.
d. Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
e. No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
f. Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
H. Coordination with United States Army Corps of Engineers (USACE)
1. At locations in the Project where construction activities occur in areas where
USACE permits are required, meet all requirements set forth in each designated
permit.
I. Coordination within Railroad Permit Areas
1. At locations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
f. Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or from the construction of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2. Obtain any supplemental information needed to comply with the railroad's
requirements.
J. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
K. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August, 30, 2013
0135 13 - 5
DAP SPECIAL PROJECT PROCEDURES
Page 5 of 7
1 1.4
SUBMITTALS [NOT USED]
2 1.5
ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.6
CLOSEOUT SUBMITTALS [NOT USED]
4 1.7
MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.8
QUALITY ASSURANCE [NOT USED]
6 1.9
DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.10
FIELD [SITE] CONDITIONS [NOT USED]
8 1.11
WARRANTY [NOT USED]
9 PART 2 - PRODUCTS [NOT USED]
10 PART 3 - EXECUTION [NOT USED]
11
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
1.3.B — Added requirement of compliance with Health and Safety Code, Title 9.
.8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August, 30, 2013
0135 13 -6
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37
EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
Page 6 of 7
THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT
WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR
PROPERTY.
CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE
OF THIS NOTICE.
IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER
ISSUE, PLEASE CALL:
Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.>
OR
Mr. <CITY INSPECTOR> AT < TELEPHONE NO.>
AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306
PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 104024
Revised August, 30, 2013
1
0a
3
4
Date:
EXHIBIT B
FORT WORTH
DOE NO. XXXX
Project Name:
0135 13 - 7
DAP SPECIAL PROJECT PROCEDURES
Page 7 of 7
NOTICE OF TEMPORARY WATER SERVICE
INITERRUPTIONI
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
OR
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
,CONTRACTOR
CITY OF FORT WORTH Traffic Signal lmprovements for Marine Creek Pkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised August, 30, 2013
01 45 23
TESTING AND INSPECTION SERVICES
Page 1 of 2
SECTION 0145 23
TESTING AND INSPECTION SERVICES
PART 1-GENERAL
1.1 SUMMARY
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
a. Contractor is responsible for performing, coordinating, and payment of all
Quality Control testing.
b. City is responsible for performing and payment for first set of Quality
Assurance testing.
1) If the first Quality Assurance test performed by the City fails, the
Contractor is responsible for payment of subsequent Quality Assurance
testing until a passing test occurs.
a) Final acceptance will not be issued by City until all required payments
for testing by Contractor have been paid in full.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Testing
1. Complete testing in accordance with the Contract Documents.
2. Coordination
a. When testing is required to be performed by the City, notify City, sufficiently
in advance, when testing is needed.
b. When testing is required to be completed by the Contractor, notify City,
sufficiently in advance, that testing will be performed.
3. Distribution of Testing Reports
a. Electronic Distribution
1) Confirm development of Project directory for electronic submittals to be
uploaded to the City's document management system, or another external
FTP site approved by the City.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104024
Revised March 9, 2020
01 45 23
TESTING AND INSPECTION SERVICES
Page 2 of 2
2) Upload test reports to designated project directory and notify appropriate
City representatives via email of submittal posting.
3) Hard Copies
a) 1 copy for all submittals submitted to the Project Representative
b. Hard Copy Distribution (if required in lieu of electronic distribution)
1) Tests performed by City
a) Distribute 1 hard copy to the Contractor
2) Tests performed by the Contractor
a) Distribute 3 hard copies to City's Project Representative
4. Provide City's Project Representative with trip tickets for each delivered load of
Concrete or Lime material including the following information:
a. Name of pit
b. Date of delivery
c. Material delivered
B. Inspection
1. Inspection or lack of inspection does not relieve the Contractor from obligation to
perform work in accordance with the Contract Documents.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.1 1 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
3/9/2020 D.V. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded
through the City's document management system.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104024
Revised March 9, 2020
015526-1
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
SECTION 0155 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 34 71 13 — Traffic Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES
A. Reference Standards
1. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
1.4 ADMINISTRATIVE REQUIREMENTS
A. Traffic Control
1. General
a. When traffic control plans are included in the Drawings, provide Traffic
Control in accordance with Drawings and Section 34 71 13.
b. When traffic control plans are not included in the Drawings, prepare traffic
control plans in accordance with Section 34 71 13 and submit to City for
review.
1) Allow minimum 10 working days for review of proposed Traffic Control.
B. Street Use Permit
1. Prior to installation of Traffic Control, a City Street Use Permit is required.
a. To obtain Street Use Permit, submit Traffic Control Plans to City
Transportation and Public Works Department.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised July 1, 2011
015526-2
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Permit, such that construction is not delayed.
C. Modification to Approved Traffic Control
Prior to installation traffic control:
a. Submit revised traffic control plans to City Department Transportation and
Public Works Department.
1) Revise Traffic Control plans in accordance with Section 34 71 13.
2) Allow minimum 5 working days for review of revised Traffic Control.
3) It is the Contractor's responsibility to coordinate review of Traffic Control
plans for Street Use Permit, such that construction is not delayed.
D. Removal of Street Sign
1. If it is determined that a street sign must be removed for construction, then contact
City Transportation and Public Works Department, Signs and Markings Division to
remove the sign.
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Traffic Control Standards can be found on the City's Buzzsaw website.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised July 1, 2011
015526-3
DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised July 1, 2011
SECTION 0160 00
PRODUCT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
DAP PRODUCT REQUIREMENTS
Page 1 of 2
1. References for Product Requirements and City Standard Products List
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES [NOT USED]
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A list of City approved products for use is available through the City's website at:
httDs://apps.fortworthtexas.2ov/ProiectResources/ and following the directory
path: 02 - Construction Documents\Standard Products List
A. Only products specifically included on City's Standard Product List in these Contract
Documents shall be allowed for use on the Project.
1. Any subsequently approved products will only be allowed for use upon specific
approval by the City.
B. Any specific product requirements in the Contract Documents supersede similar
products included on the City's Standard Product List.
1. The City reserves the right to not allow products to be used for certain projects even
though the product is listed on the City's Standard Product List.
C. Although a specific product is included on City's Standard Product List, not all
products from that manufacturer are approved for use, including but not limited to, that
manufacturer's standard product.
D. See Section 0133 00 for submittal requirements of Product Data included on City's
Standard Product List.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised March 20, 2020
01 60 00
DAP PRODUCT REQUIREMENTS
Page 2 of 2
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
10/12/12 D. Johnson Modified Location of City's Standard Product List
4/7/2014 M.Domenech Revised for DAP application
03/20/2020 D.V. Magafia Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised March 20, 2020
016600-1
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Scheduling of product delivery
2. Packaging of products for delivery
3. Protection of products against damage from:
a. Handling
b. Exposure to elements or harsh environments
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY AND HANDLING
A. Delivery Requirements
1. Schedule delivery of products or equipment as required to allow timely installation
and to avoid prolonged storage.
2. Provide appropriate personnel and equipment to receive deliveries.
3. Delivery trucks will not be permitted to wait extended periods of time on the Site
for personnel or equipment to receive the delivery.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 66 00 - 2
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 2 of 4
4. Deliver products or equipment in manufacturer's original unbroken cartons or other
containers designed and constructed to protect the contents from physical or
environmental damage.
5. Clearly and fully mark and identify as to manufacturer, item and installation
location.
6. Provide manufacturer's instructions for storage and handling.
B. Handling Requirements
1. Handle products or equipment in accordance with these Contract Documents and
manufacturer's recommendations and instructions.
C. Storage Requirements
1. Store materials in accordance with manufacturer's recommendations and
requirements of these Specifications.
2. Make necessary provisions for safe storage of materials and equipment.
a. Place loose soil materials and materials to be incorporated into Work to prevent
damage to any part of Work or existing facilities and to maintain free access at
all times to all parts of Work and to utility service company installations in
vicinity of Work.
3. Keep materials and equipment neatly and compactly stored in locations that will
cause minimum inconvenience to other contractors, public travel, adjoining owners,
tenants and occupants.
a. Arrange storage to provide easy access for inspection.
4. Restrict storage to areas available on construction site for storage of material and
equipment as shown on Drawings, or approved by City's Project Representative.
5. Provide off -site storage and protection when on -site storage is not adequate.
a. Provide addresses of and access to off -site storage locations for inspection by
City's Project Representative.
6. Do not use lawns, grass plots or other private property for storage purposes without
written permission of owner or other person in possession or control of premises.
7. Store in manufacturers' unopened containers.
8. Neatly, safely and compactly stack materials delivered and stored along line of
Work to avoid inconvenience and damage to property owners and general public
and maintain at least 3 feet from fire hydrant.
9. Keep public and private driveways and street crossings open.
10. Repair or replace damaged lawns, sidewalks, streets or other improvements to
satisfaction of City's Project Representative.
a. Total length which materials may be distributed along route of construction at
one time is 1,000 linear feet, unless otherwise approved in writing by City's
Project Representative.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
016600-3
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 3 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 ERECTION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL
A. Tests and Inspections
1. Inspect all products or equipment delivered to the site prior to unloading.
B. Non -Conforming Work
1. Reject all products or equipment that are damaged, used or in any other way
unsatisfactory for use on the project.
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION
A. Protect all products or equipment in accordance with manufacturer's written directions.
B. Store products or equipment in location to avoid physical damage to items while in
storage.
C. Protect equipment from exposure to elements and keep thoroughly dry if required by
the manufacturer.
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 66 00 - 4
DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 70 00 - 1
MOBILIZATION AND REMOBILIZATION
Page 1 of 3
1 SECTION 0170 00
2 MOBILIZATION AND REMOBILIZATION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
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31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
1. Mobilization and Demobilization
a. Mobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
to the Site
2) Establishment of necessary general facilities for the Contractor's operation
at the Site
3) Premiums paid for performance and payment bonds
4) Transportation of Contractor's personnel, equipment, and operating supplies
to another location within the designated Site
5) Relocation of necessary general facilities for the Contractor's operation
from 1 location to another location on the Site.
b. Demobilization
1) Transportation of Contractor's personnel, equipment, and operating supplies
away from the Site including disassembly
2) Site Clean-up
3) Removal of all buildings and/or other facilities assembled at the Site for this
Contract
c. Mobilization and Demobilization do not include activities for specific items of
work that are for which payment is provided elsewhere in the contract.
2. Remobilization
a. Remobilization for Suspension of Work specifically required in the Contract
Documents or as required by City includes:
1) Demobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies from the Site including disassembly or temporarily securing
equipment, supplies, and other facilities as designated by the Contract
Documents necessary to suspend the Work.
b) Site Clean-up as designated in the Contract Documents
2) Remobilization
a) Transportation of Contractor's personnel, equipment, and operating
supplies to the Site necessary to resume the Work.
b) Establishment of necessary general facilities for the Contractor's
operation at the Site necessary to resume the Work.
3) No Payments will be made for:
a) Mobilization and Demobilization from one location to another on the
Site in the normal progress of performing the Work.
b) Stand-by or idle time
c) Lost profits
3. Mobilizations and Demobilization for Miscellaneous Projects
a. Mobilization and Demobilization
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104024
Revised November 22, 2016
01 70 00 - 2
MOBILIZATION AND REMOBILIZATION
Page 2 of 3
1 1) Mobilization shall consist of the activities and cost on a Work Order basis
2 necessary for:
3 a) Transportation of Contractor's personnel, equipment, and operating
4 supplies to the Site for the issued Work Order.
5 b) Establishment of necessary general facilities for the Contractor's
6 operation at the Site for the issued Work Order
7 2) Demobilization shall consist of the activities and cost necessary for:
8 a) Transportation of Contractor's personnel, equipment, and operating
9 supplies from the Site including disassembly for each issued Work
10 Order
11 b) Site Clean-up for each issued Work Order
12 c) Removal of all buildings or other facilities assembled at the Site for
13 each Work Oder
14 b. Mobilization and Demobilization do not include activities for specific items of
15 work for which payment is provided elsewhere in the contract.
16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects
17 a. A Mobilization for Miscellaneous Projects when directed by the City and the
18 mobilization occurs within 24 hours of the issuance of the Work Order.
19 B. Deviations from this City of Fort Worth Standard Specification
20 1. None.
21 C. Related Specification Sections include, but are not necessarily limited to:
22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1 — General Requirements
24 1.2 PRICE AND PAYMENT PROCEDURES
25 A. Measurement and Payment [Consult City Department/Division for direction on if
26 Mobilization pay item to be included or the item should be subsidiary. Include the
27 appropriate Section 1.2 A. 1.]
28 1. Mobilization and Demobilization
29 a. Measure
30 1) This Item is considered subsidiary to the various Items bid.
31 b. Payment
32 1) The work performed and materials furnished in accordance with this Item
33 are subsidiary to the various Items bid and no other compensation will be
34 allowed.
35 1.3 REFERENCES [NOT USED]
36 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
37 1.5 SUBMITTALS [NOT USED]
38 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
39 1.7 CLOSEOUT SUBMITTALS [NOT USED]
40 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
41 1.9 QUALITY ASSURANCE [NOT USED]
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104024
Revised November 22, 2016
017000-3
MOBILIZATION AND REMOBILIZATION
Page 3 of 3
1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
2 1.11 FIELD [SITE] CONDITIONS [NOT USED]
3 1.12 WARRANTY [NOT USED]
4 PART 2 - PRODUCTS [NOT USED]
5 PART 3 - EXECUTION [NOT USED]
6 END OF SECTION
7
8
Revision Log
DATE NAME SUMMARY OF CHANGE
11/22/16 Michael Owen .1.2 Price and Payment Procedures - Revised specification, including blue text, to
make specification flexible for either subsidiary or paid bid item for Mobilization.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 104024
Revised November 22, 2016
1
2
3 PART1- GENERAL
4 1.1 SUMMARY
5
6
7
8
9
10
11
12 1.2
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
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34
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40
017123-1
CONSTRUCTION STAKING AND SURVEY
Pagel of 8
SECTION 01 71 23
CONSTRUCTION STAKING AND SURVEY
A. Section Includes:
1. Requirements for construction staking and construction survey
B. Deviations from this City of Fort Worth Standard Specification
1. See Changes (Highlighted in Yellow).
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Staking
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will
be allowed.
2. Construction Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
3. As -Built Survey
a. Measurement
1) This Item is considered subsidiary to the various Items bid.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item are subsidiary to the various Items bid and no other compensation will be
allowed.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
2
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01 71 23 - 2
CONSTRUCTION STAKING AND SURVEY
Page 2 of 8
1.3 REFERENCES
A. Definitions
1. Construction Survev - The survey measurements made prior to or while
construction is in progress to control elevation, horizontal position, dimensions and
configuration of structures/improvements included in the Project Drawings.
2. As -built Survev —The measurements made after the construction of the
improvement features are complete to provide position coordinates for the features
of a project.
3. Construction Staking — The placement of stakes and markings to provide offsets
and elevations to cut and fill in order to locate on the ground the designed
structures/improvements included in the Project Drawings. Construction staking
shall include staking easements and/or right of way if indicated on the plans.
4. Survev "Field Checks" — Measurements made after construction staking is
completed and before construction work begins to ensure that structures marked on
the ground are accurately located per Project Drawings.
B. Technical References
1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw
website) — 01 71 23.16.01— Attachment A —Survey Staking Standards
2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available
on City's Buzzsaw website).
3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision
4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land
Surveying in the State of Texas, Category 5
25 1.4 ADMINISTRATIVE REQUIREMENTS
26 A. The Contractor's selection of a surveyor must comply with Texas Government
27 Code 2254 (qualifications based selection) for this project.
28 1.5 SUBMITTALS
29 A. Submittals, if required, shall be in accordance with Section 0133 00.
30 B. All submittals shall be received and reviewed by the City prior to delivery of work.
31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
32 A. Field Quality Control Submittals
33 1. Documentation verifying accuracy of field engineering work, including coordinate
34 conversions if plans do not indicate grid or ground coordinates.
35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City
36 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards).
37
38 1.7 CLOSEOUT SUBMITTALS
39 B. As -built Redline Drawing Submittal
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
017123-3
CONSTRUCTION STAKING AND SURVEY
Page 3 of 8
1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of
2 constructed improvements signed and sealed by Registered Professional Land
3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A
4 — Survey Staking Standards) .
5 2. Contractor shall submit the proposed as -built and completed redline drawing
6 submittal one (1) week prior to scheduling the project final inspection for City
7 review and comment. Revisions, if necessary, shall be made to the as -built redline
8 drawings and resubmitted to the City prior to scheduling the construction final
9 inspection.
10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
11 1.9 QUALITY ASSURANCE
12 A. Construction Staking
13 1. Construction staking will be performed by the Contractor.
14 2. Coordination
15 a. Contact City and Developer's Project Representative at least one week in
16 advance notifying the City of when Construction Staking is scheduled.
17 b. It is the Contractor's responsibility to coordinate staking such that
18 construction activities are not delayed or negatively impacted.
19 3. General
20 a. Contractor is responsible for preserving and maintaining stakes. If City
21 surveyors or Developer's Project Representative are required to re -stake for
22 any reason, the Contractor will be responsible for costs to perform staking. If
23 in the opinion of the City, a sufficient number of stakes or markings have been
24 lost, destroyed disturbed or omitted that the contracted Work cannot take place
25 then the Contractor will be required to stake or re -stake the deficient areas.
26 B. Construction Survey
27 1. Construction Survey will be performed by the Contractor.
28 2. Coordination
29 a. Contractor to verify that horizontal and vertical control data established in the
30 design survey and required for construction survey is available and in place.
31 3. General
32 a. Construction survey will be performed in order to construct the work shown
33 on the Construction Drawings and specified in the Contract Documents.
34 b. For construction methods other than open cut, the Contractor shall perform
35 construction survey and verify control data including, but not limited to, the
36 following:
37 1) Verification that established benchmarks and control are accurate.
38 2) Use of Benchmarks to furnish and maintain all reference lines and grades
39 for tunneling.
40 3) Use of line and grades to establish the location of the pipe.
41 4) Submit to the City copies of field notes used to establish all lines and
42 grades, if requested, and allow the City to check guidance system setup prior
43 to beginning each tunneling drive.
44 5) Provide access for the City, if requested, to verify the guidance system and
45 the line and grade of the carrier pipe.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
01 71 23 - 4
CONSTRUCTION STAKING AND SURVEY
Page 4 of 8
6) The Contractor remains fully responsible for the accuracy of the work and
correction of it, as required.
7) Monitor line and grade continuously during construction.
8) Record deviation with respect to design line and grade once at each pipe
joint and submit daily records to the City.
9) If the installation does not meet the specified tolerances (as outlined in
Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct
the installation in accordance with the Contract Documents.
C. As -Built Survey
1. Required As -Built Survey will be performed by the Contractor.
2. Coordination
a. Contractor is to coordinate with City to confirm which features require as -
built surveying.
b. It is the Contractor's responsibility to coordinate the as -built survey and
required measurements for items that are to be buried such that construction
activities are not delayed or negatively impacted.
c. For sewer mains and water mains 12" and under in diameter, it is acceptable
to physically measure depth and mark the location during the progress of
construction and take as -built survey after the facility has been buried. The
Contractor is responsible for the quality control needed to ensure accuracy.
3. General
a. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features during the progress of the construction including the following:
1) Water Lines
a) Top of pipe elevations and coordinates for waterlines at the following
locations:
(1) Minimum every 25O linear feet, including
(2) Horizontal and vertical points of inflection, curvature,
etc.
(3) Fire line tee
(4) Plugs, stub -outs, dead-end lines
(5) Casing pipe (each end) and all buried fittings
2) Sanitary Sewer
a) Top of pipe elevations and coordinates for force mains and siphon
sanitary sewer lines (non -gravity facilities) at the following locations:
(1) Minimum every 25O linear feet and any buried fittings
(2) Horizontal and vertical points of inflection, curvature,
etc.
3) Stormwater — Not Applicable
b. The Contractor shall provide as -built survey including the elevation and
location (and provide written documentation to the City) of construction
features after the construction is completed including the following:
1) Manholes
a) Rim and flowline elevations and coordinates for each manhole
2) Water Lines
a) Cathodic protection test stations
b) Sampling stations
c) Meter boxes/vaults (All sizes)
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
017123-5
CONSTRUCTION STAKING AND SURVEY
Page 5 of 8
1 d)
Fire hydrants
2 e)
Valves (gate, butterfly, etc.)
3 f)
Air Release valves (Manhole rim and vent pipe)
4 g)
Blow off valves (Manhole rim and valve lid)
5 h)
Pressure plane valves
6 i)
Underground Vaults
7
(1) Rim and flowline elevations and coordinates for each
8
Underground Vault.
9 3) Sanitary Sewer
10 a)
Cleanouts
11
(1) Rim and flowline elevations and coordinates for each
12 b)
Manholes and Junction Structures
13
(1) Rim and flowline elevations and coordinates for each
14
manhole and junction structure.
15 4) Stormwater — Not Applicable
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 1.12 WARRANTY
19 PART 2 - PRODUCTS
20
A. A construction survey will produce, but will not be limited to:
21
1.
Recovery of relevant control points, points of curvature and points of intersection.
22
2.
Establish temporary horizontal and vertical control elevations (benchmarks)
23
sufficiently permanent and located in a manner to be used throughout construction.
24
3.
The location of planned facilities, easements and improvements.
25
a. Establishing final line and grade stakes for piers, floors, grade beams, parking
26
areas, utilities, streets, highways, tunnels, and other construction.
27
b. A record of revisions or corrections noted in an orderly manner for reference.
28
c. A drawing, when required by the client, indicating the horizontal and vertical
29
location of facilities, easements and improvements, as built.
30
4.
Cut sheets shall be provided to the City inspector and Survey Superintendent for all
31
construction staking projects. These cut sheets shall be on the standard city template
32
which can be obtained from the Survey Superintendent (817-392-7925).
33
5.
Digital survey files in the following formats shall be acceptable:
34
a. AutoCAD (.dwg)
35
b. ESRI Shapefile (.shp)
36
c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use
37
standard templates, if available)
38
6.
Survey files shall include vertical and horizontal data tied to original project
39
control and benchmarks, and shall include feature descriptions
40 PART 3 - EXECUTION
41 3.1 INSTALLERS
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
017123-6
CONSTRUCTION STAKING AND SURVEY
Page 6 of 8
1 A. Tolerances:
2
1. The staked location of any improvement or facility should be as accurate as
3
practical and necessary. The degree of precision required is dependent on many
4
factors all of which must remain judgmental. The tolerances listed hereafter are
5
based on generalities and, under certain circumstances, shall yield to specific
6
requirements. The surveyor shall assess any situation by review of the overall plans
7
and through consultation with responsible parties as to the need for specific
8
tolerances.
9
a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical
10
tolerance. Horizontal alignment for earthwork and rough cut should not exceed
11
1.0 ft. tolerance.
12
b. Horizontal alignment on a structure shall be within .0.1ft tolerance.
13
c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and
14
walkways shall be located within the confines of the site boundaries and,
15
occasionally, along a boundary or any other restrictive line. Away from any
16
restrictive line, these facilities should be staked with an accuracy producing no
17
more than 0.05ft. tolerance from their specified locations.
18
d. Underground and overhead utilities, such as sewers, gas, water, telephone and
19
electric lines, shall be located horizontally within their prescribed areas or
20
easements. Within assigned areas, these utilities should be staked with an
21
accuracy producing no more than 0.1 ft tolerance from a specified location.
22
e. The accuracy required for the vertical location of utilities varies widely. Many
23
underground utilities require only a minimum cover and a tolerance of 0.1 ft.
24
should be maintained. Underground and overhead utilities on planned profile,
25
but not depending on gravity flow for performance, should not exceed 0.1 ft.
26
tolerance.
27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's
28 specifications or in compliance to standards. The City reserves the right to request a
29 calibration report at any time and recommends regular maintenance schedule be
30 performed by a certified technician every 6 months.
31 1. Field measurements of angles and distances shall be done in such fashion as to
32 satisfy the closures and tolerances expressed in Part 3.1.A.
33 2. Vertical locations shall be established from a pre -established benchmark and
34 checked by closing to a different bench mark on the same datum.
35 3. Construction survey field work shall correspond to the client's plans. Irregularities
36 or conflicts found shall be reported promptly to the City.
37 4. Revisions, corrections and other pertinent data shall be logged for future reference.
38
39 3.2 EXAMINATION [NOT USED]
40 3.3 PREPARATION [NOT USED]
41 3.4 APPLICATION
42 3.5 REPAIR / RESTORATION
43 A. If the Contractor's work damages or destroys one or more of the control
44 monuments/points set by the City or Developer's Project Representative, the monuments
45 shall be adequately referenced for expedient restoration.
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
017123-7
CONSTRUCTION STAKING AND SURVEY
Page 7 of 8
1 1. Notify City or Developer's Project Representative if any control data needs to be
2 restored or replaced due to damage caused during construction operations.
3 a. Contractor shall perform replacements and/or restorations.
4 b. The City or Developer's Project Representative may require at any time a
5 survey "Field Check" of any monument or benchmarks that are set be verified
6 by the City surveyors or Developer's Project Representative before further
7 associated work can move forward.
8 3.6 RE -INSTALLATION [NOT USED]
9 3.7 FIELD [OR] SITE QUALITY CONTROL
10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the
11 City or Developer's Project Representative in accordance with this Specification. This
12 includes easements and right of way, if noted on the plans.
13 B. Do not change or relocate stakes or control data without approval from the City.
14 3.8 SYSTEM STARTUP
15 A. Survey Checks
16 1. The City reserves the right to perform a Survey Check at any time deemed
17 necessary.
18 2. Checks by City personnel or 3rd party contracted surveyor are not intended to
19 relieve the contractor of his/her responsibility for accuracy.
20
21 3.9 ADJUSTING [NOT USED]
22 3.10 CLEANING [NOT USED]
23 3.11 CLOSEOUT ACTIVITIES [NOT USED]
24 3.12 PROTECTION [NOT USED]
25 3.13 MAINTENANCE [NOT USED]
26 3.14 ATTACHMENTS [NOT USED]
27 END OF SECTION
28
DATE NAME
8/31/2012
.8/31/2017
1/14/2018
Revision Log
.SUMMARY OF CHANGE
D.Johnson
Added instruction and modified measurement & payment under 1.2; added
M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal
requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ;
Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup.
Removed "blue text"; revised measurement and payment sections for Construction
M Owen Staking and As -Built Survey; added reference to selection compliance with TGC
2254; revised action and Closeout submittal requirements; added acceptable depth
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
017123-8
CONSTRUCTION STAKING AND SURVEY
Page 8 of 8
measurement criteria•, revised list of items requiring as -built survey "during" and
"after" construction; and revised acceptable digital survey file format
CITY OF FORT WORTH Traffic Signal lmprovements for Marine CreekPkwy & Mustang RockRoad/Woodbine C1iffDrive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised February 14, 2018
SECTION 0174 23
CLEANING
PART1- GENERAL
1.1 SUMMARY
017423-1
DAP CLEANING
Page 1 of 4
A. Section Includes:
1. Intermediate and final cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Scheduling
1. Schedule cleaning operations so that dust and other contaminants disturbed by
cleaning process will not fall on newly painted surfaces.
2. Schedule final cleaning upon completion of Work and immediately prior to final
inspection.
1.5 SUBMITTALS [NOT USED]
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE [NOT USED]
1.10 STORAGE, AND HANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 74 23 - 2
DAP CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART2- PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 MATERIALS
A. Cleaning Agents
1. Compatible with surface being cleaned
2. New and uncontaminated
3. For manufactured surfaces
a. Material recommended by manufacturer
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 APPLICATION [NOT USED]
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING
A. General
1. Prevent accumulation of wastes that create hazardous conditions.
2. Conduct cleaning and disposal operations to comply with laws and safety orders of
governing authorities.
3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
storm or sanitary drains or sewers.
4. Dispose of degradable debris at an approved solid waste disposal site.
5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
alternate manner approved by City and regulatory agencies.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 74 23 - 3
DAP CLEANING
Page 3 of 4
6. Handle materials in a controlled manner with as few handlings as possible.
7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with
this project.
8. Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
9. If project is not cleaned to the satisfaction of the City, the City reserves the right to
have the cleaning completed at the expense of the Contractor.
10. Do not burn on -site.
B. Intermediate Cleaning during Construction
1. Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
2. At maximum weekly intervals, dispose of waste materials, debris and rubbish.
3. Confine construction debris daily in strategically located container(s):
a. Cover to prevent blowing by wind
b. Store debris away from construction or operational activities
c. Haul from site at a minimum of once per week
4. Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance.
5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which
may become airborne or transported by flowing water during the storm.
C. Exterior (Site or Right of Way) Final Cleaning
1. Remove trash and debris containers from site.
a. Re -seed areas disturbed by location of trash and debris containers in accordance
with Section 32 92 13.
2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
that may hinder or disrupt the flow of traffic along the roadway.
3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
junction boxes and inlets.
4. If no longer required for maintenance of erosion facilities, and upon approval by
City, remove erosion control from site.
5. Clean signs, lights, signals, etc.
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 74 23 - 4
DAP CLEANING
Page 4 of 4
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
SECTION 0177 19
CLOSEOUT REQUIREMENTS
PART1- GENERAL
1.1 SUMMARY
017719-1
DAP CLOSEOUT REQUIREMENTS
Page 1 of 3
A. Section Includes:
1. The procedure for closing out a contract
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Guarantees, Bonds and Affidavits
1. No application for final payment will be accepted until all guarantees, bonds,
certificates, licenses and affidavits required for Work or equipment as specified are
satisfactorily filed with the City.
B. Release of Liens or Claims
1. No application for final payment will be accepted until satisfactory evidence of
release of liens has been submitted to the City.
1.5 SUBMITTALS
A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
017719-2
DAP CLOSEOUT REQUIREMENTS
Page 2 of 3
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 CLOSEOUT PROCEDURE
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section 0178 39
2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
01 74 23.
C. Final Inspection
1. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Specified spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipment
D. Notice of Project Completion
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
017719-3
DAP CLOSEOUT REQUIREMENTS
Page 3 of 3
1. Once the City Project Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE -INSTALLATION [NOT USED]
3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT USED]
3.10 CLEANING [NOT USED]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
4/7/2014 M.Domenech Revised for DAP application
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
017823-1
DAP OPERATION AND MAINTENANCE DATA
Page 1 of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. Section Includes:
1. Product data and related information appropriate for City's maintenance and
operation of products furnished under Contract
2. Such products may include, but are not limited to:
a. Traffic Controllers
b. Irrigation Controllers (to be operated by the City)
c. Butterfly Valves
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1 — General Requirements
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various Items bid.
No separate payment will be allowed for this Item.
1.3 REFERENCES [NOT USED]
1.4 ADMINISTRATIVE REQUIREMENTS
A. Schedule
1. Submit manuals in final form to the City within 30 calendar days of product
shipment to the project site.
1.5 SUBMITTALS
A. Submittals shall be in accordance with Section 0133 00. All submittals shall be
approved by the City prior to delivery.
1.6 INFORMATIONAL SUBMITTALS
A. Submittal Form
1. Prepare data in form of an instructional manual for use by City personnel.
2. Format
a. Size: 8 1/2 inches x 11 inches
b. Paper
1) 40 pound minimum, white, for typed pages
2) Holes reinforced with plastic, cloth or metal
c. Text: Manufacturer's printed data, or neatly typewritten
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 78 23 - 2
DAP OPERATION AND MAINTENANCE DATA
Page 2 of 5
d. Drawings
1) Provide reinforced punched binder tab, bind in with text
2) Reduce larger drawings and fold to size of text pages.
e. Provide fly -leaf for each separate product, or each piece of operating
equipment.
1) Provide typed description of product, and major component parts of
equipment.
2) Provide indexed tabs.
f. Cover
1) Identify each volume with typed or printed title "OPERATING AND
MAINTENANCE INSTRUCTIONS".
2) List:
a) Title of Project
b) Identity of separate structure as applicable
c) Identity of general subject matter covered in the manual
3. Binders
a. Commercial quality 3-ring binders with durable and cleanable plastic covers
b. When multiple binders are used, correlate the data into related consistent
groupings.
4. If available, provide an electronic form of the O&M Manual.
B. Manual Content
Neatly typewritten table of contents for each volume, arranged in systematic order
a. Contractor, name of responsible principal, address and telephone number
b. A list of each product required to be included, indexed to content of the volume
c. List, with each product:
1) The name, address and telephone number of the subcontractor or installer
2) A list of each product required to be included, indexed to content of the
volume
3) Identify area of responsibility of each
4) Local source of supply for parts and replacement
d. Identify each product by product name and other identifying symbols as set
forth in Contract Documents.
2. Product Data
a. Include only those sheets which are pertinent to the specific product.
b. Annotate each sheet to:
1) Clearly identify specific product or part installed
2) Clearly identify data applicable to installation
3) Delete references to inapplicable information
3. Drawings
a. Supplement product data with drawings as necessary to clearly illustrate:
1) Relations of component parts of equipment and systems
2) Control and flow diagrams
b. Coordinate drawings with information in Project Record Documents to assure
correct illustration of completed installation.
c. Do not use Project Record Drawings as maintenance drawings.
4. Written text, as required to supplement product data for the particular installation:
a. Organize in consistent format under separate headings for different procedures.
b. Provide logical sequence of instructions of each procedure.
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 78 23 - 3
DAP OPERATION AND MAINTENANCE DATA
Page 3 of 5
5. Copy of each warranty, bond and service contract issued
a. Provide information sheet for City personnel giving:
1) Proper procedures in event of failure
2) Instances which might affect validity of warranties or bonds
C. Manual for Materials and Finishes
1. Submit 5 copies of complete manual in final form.
2. Content, for architectural products, applied materials and finishes:
a. Manufacturer's data, giving full information on products
1) Catalog number, size, composition
2) Color and texture designations
3) Information required for reordering special manufactured products
b. Instructions for care and maintenance
1) Manufacturer's recommendation for types of cleaning agents and methods
2) Cautions against cleaning agents and methods which are detrimental to
product
3) Recommended schedule for cleaning and maintenance
3. Content, for moisture protection and weather exposure products:
a. Manufacturer's data, giving full information on products
1) Applicable standards
2) Chemical composition
3) Details of installation
b. Instructions for inspection, maintenance and repair
D. Manual for Equipment and Systems
1. Submit 5 copies of complete manual in final form.
2. Content, for each unit of equipment and system, as appropriate:
a. Description of unit and component parts
1) Function, normal operating characteristics and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Operating procedures
1) Start-up, break-in, routine and normal operating instructions
2) Regulation, control, stopping, shut -down and emergency instructions
3) Summer and winter operating instructions
4) Special operating instructions
c. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Alignment, adjusting and checking
d. Servicing and lubrication schedule
1) List of lubricants required
e. Manufacturer's printed operating and maintenance instructions
f. Description of sequence of operation by control manufacturer
1) Predicted life of parts subject to wear
2) Items recommended to be stocked as spare parts
g. As installed control diagrams by controls manufacturer
h. Each contractor's coordination drawings
1) As installed color coded piping diagrams
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 78 23 - 4
DAP OPERATION AND MAINTENANCE DATA
Page 4 of 5
i. Charts of valve tag numbers, with location and function of each valve
j. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
k. Other data as required under pertinent Sections of Specifications
3. Content, for each electric and electronic system, as appropriate:
a. Description of system and component parts
1) Function, normal operating characteristics, and limiting conditions
2) Performance curves, engineering data and tests
3) Complete nomenclature and commercial number of replaceable parts
b. Circuit directories of panelboards
1) Electrical service
2) Controls
3) Communications
c. As installed color coded wiring diagrams
d. Operating procedures
1) Routine and normal operating instructions
2) Sequences required
3) Special operating instructions
e. Maintenance procedures
1) Routine operations
2) Guide to "trouble shooting"
3) Disassembly, repair and reassembly
4) Adjustment and checking
f. Manufacturer's printed operating and maintenance instructions
g. List of original manufacturer's spare parts, manufacturer's current prices, and
recommended quantities to be maintained in storage
h. Other data as required under pertinent Sections of Specifications
4. Prepare and include additional data when the need for such data becomes apparent
during instruction of City's personnel.
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
1.9 QUALITY ASSURANCE
A. Provide operation and maintenance data by personnel with the following criteria:
1. Trained and experienced in maintenance and operation of described products
2. Skilled as technical writer to the extent required to communicate essential data
3. Skilled as draftsman competent to prepare required drawings
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
01 78 23 - 5
DAP OPERATION AND MAINTENANCE DATA
Page 5 of 5
1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
8/31 /2012 D. Johnson 1.5.A.1 — title of section removed
4/7/2014 M.Domenech Revised for DAP Application
CITY OF FORT WORTH Traffic Signal Improvements for Marine Creek Pkwy & Mustang Rock Road/Woodbine Cliff Drive
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 104024
Revised April 7, 2014
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 03/07/2024
Approval
I
Spec No.
Concrete
Classification
Manufacturer
Model No. National Spec
19/9/2022
03 30 00
Mix Design
American Concrete Company
30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps
19/9/2022
03 30 00
Mix Design
American Concrete Company
OIJAF382 1000 psi Concrete Base Materal for Trench Repair
19/9/2022
03 30 00
Mix Design
American Concrete Company
40CNF065 4000 psi Concrete for Manholes & Utility Structures
19/9/2022
03 30 00
Mix Design
American Concrete Company
45CAF076 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 10000001737 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001791 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001793 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001103 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000002107 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000001273 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D 10000001617 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Argos
D10000008381 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Argos
D 10000009857 50 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Argos
D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Argos
D1000001043S 3000 psi Concrete for Sidewalks, Curbs
19/9/2022
03 30 00
Mix Design
Argos
D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps
19/9/2022
03 30 00
Mix Design
Argos
D 100000 1615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking
19/9/2022
03 30 00
Mix Design
Argos
D100000010835 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking
19/9/2022
03 30 00
Mix Design
Argos
D10000001685 4000 psi Concrete for Valve Pads
19/9/2022
03 30 00
Mix Design
Argos
D 10000005751 750 Psi Concrete Base for Trench Repair
19/9/2022
03 30 00
Mix Design
Argos
D 100000016814000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters
19/9/2022
03 30 00
Mix Design
Big D Concrete
7SKGRT 3000 psi Concrete for Grouting
19/9/2022
03 30 00
Mix Design
Big D Concrete
14500AE 4500 psi Concrete for High Early Strength Paving
1 5/2/2023
32 13 13
Mix Design
Big D Concrete
CM14520AE 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
452065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Big Town Concrete
450065-1 4500 psi hand placed paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures
19/9/2022
03 30 00
Mix Design
Bumco Texas
40U553BG 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
55U 120AG 4000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Bumco Texas
30U 100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Bumco Texas
30U 101 AG 3000 psi Concrete Mix for Flatwork
I9/9/2022
03 30 00
Mix Design
Bumco Texas
30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Curb Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters,
Sidewalks, ADA Ramps
9/9/2022
03 30 00
Mix Des
Bumco Texas
40U5OOBG 4000 psi Concrete Mix for Storm Drain Structures, Drivewa, Screen Walls, Collars
19/9/2022
03 30 00
Mix Desr
Bumco Texas
36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foun tions
19/9/2022
03 30 00
Mix Desr
Bumco Texas
08Y450BA 800 psi Concrete Mix for Base for Trench Repair
19/9/2022
03 30 00
Mix Desr
Bumco Texas
OIY69OBF 100 psi Concrete Mix for Flowable Fill
11/8/2024
03 30 00
Mix Desr
Bumco Texas
36U502BG / 5.74 Sacks / 3,600 psi Concrete Mix for Lightinj & Traffic Signal Foundations
14/1/2023
0334 16
Mix Desr
Bumco Texas
l OYH50BF 1000 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC602021 4500 psi concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC552091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC602091 3600 psi for Machine Placed Paving
19/9/2022
03 30 00
Mix Desr
Carder Concrete
FWCC359101 Flowa le Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWFF237501 Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter
19/9/2022
03 30 00
Mix Design
Carder Concrete
FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4142 3600 psi Concrete for Curb Inlets, Junction Boxes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4518 4000 psi Concrete for Headwalls, Wingwalls
19/9/2022
03 30 00
Mix Design
Charley's Concrete
5167 3600 psi Concrete Mix for Machine P ced Paving
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes
19/9/2022
03 30 00
Mix Design
Charley's Concrete
4502 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charley's Concrete
3759 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Charley's Concrete
1502 150 psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charley's Concrete
1518 150 Psi Concrete for Flowable Fill-CLSM
19/9/2022
03 30 00
Mix Design
Charley's Concrete
5642 4000 psi Concrete for Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Charley's Concrete
6595 5000 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Charles Concrete
6589 4500 psi Concrete Mix for High Early Strength Paving
19/9/2022
03 30 00
Mix Design
Chishohn Trail Redi Mix
C13020AE 3000 psi Concrete for Driveways, Curb & Gutter
19/9/2022
03 30 00
Mix Design
City Concrete Company
11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
Concrete (Cm tinned)
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA25II 3000 psi Concrete for Rip -Rap
19/9/2022
03 30 00
Mix Design
City Concrete Company
30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NG25II 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
City Concrete Company
50QG25II 3600 psi Slurry Displaced Drilled Shaft
19/9/2022
03 30 00
Mix Design
City Concrete Company
45NA20II 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36LA2011 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
36JA001J 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
City Concrete Company
40LA2011 4000 psi Concrete Mix for Storm Drain Structures
1 11 /16/2022
03 30 00
Mix Design
City Concrete Company
CLNG25II 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1 5/5/2023
03 30 00
Mix Design
City Concrete Company
CCNA250AG 3600 psi Concrete for Drilled ShaftsLighting and Traffic Signal Foundations
1 5/5/2023
03 30 00
Mix Design
City Concrete Company
CSSQA250AG 3,600 psi Concrete for Slurry Displacement Shafts, Underwater Shafts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
9 70 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
9-S-2 70 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
220-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Cow Town Redi Mix
320-8 50 psi Concrete Mix for Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
230-8 750 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
330-S8 750 psi Concrete Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TXDOT Retaining Walls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-1 3600 psi Concrete Mix for Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
260-2 3600 psi Concrete Mix for Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
264-N 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
366 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
265 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-NC 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370-1NC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
375-NC 5000 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
267 4200 psi Concrete Mix for Manholes and Drainage Structures
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
270 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
370 5000 psi Concrete Mix for Cast -in -Place Box Culverts
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
257 3600 psi Concrete mix for Valley Gutters
1 11/14/2022
32 13 13
Mix Design
Cow Town Redi Mix
357-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
33 13 13
Mix Design
Cow Town Redi Mix
257-M 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
3413 13
Mix Design
Cow Town Redi Mix
260-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
35 13 13
Mix Design
Cow Town Redi Mix
360-M 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355-LP 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs
19/9/2022
03 30 00
Mix Design
Cow Town Redi Mix
357 3600 psi Concrete Mix for Valley Gutters
16/21/2023
03 30 00
Mix Design
Cow Town Redi Mix
360-DS 3600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation
1 1/18/2023
03 30 00
Mix Design
Cow Town Redi Mix
380-NC 4500 psi Concrete for HES Paving
1 1/29/2024
3413 13
Mix Design
Estrada Ready Mix
4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi @ 3-day) Concrete for HES Paving
1 1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, and Manholes
1 1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Headwalls, Wingwalls, and Culverts
1 1/29/2024
03 30 00
Mix Design
Estrada Ready Mix
R4060AEWR / 6.00 Sacks / 4,000 psi Concrete for Bridge Slabs, Top Slabs, and Approach Slabs
1 2/6/2024
32 13 13
mix Design
Estrada Ready Mix
TD3655AEWR / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
1 1/29/2024
32 13 13
Mix Design
Estrada Ready Mix
R4560AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving
12/21/2024
03 30 00
Mix Design
Estrada Ready Mix
R36575AEWR / 5.76 Sacks / 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCHV5 4000 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
GCH Concrete Services
GCH4500 4500 psi Concrete Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2M1,NR-056PS5D5 4000 psi Concrete Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
I
Concrete(Con inued)
14/7/2023
03 30 00
mix Design
Ingram Concrete & Aggregates
1OLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Ingram Concrete & Aggregates
161PS5EM 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Holcvn - SOR, Inc.
5177 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Holcvn - SOR, Inc.
1261 3000 psi Concrete Mix for Sidewalks
19/9/2022
4 30 00
Mix Design
Holcvn - SOR, Inc.
2125 4500 psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
5409 4000 psi Concrete Mix for Sidewalks, Inlets
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
5507 4500 psi Concrete Mix for Hand Placed Paving
112/15/2022
3 30 00
Mix Design
Holden - SOR, Inc.
3741 100 psi concrete for flowable flIUCSLM
19/9/2022
04 30 00
Mix Design
Holden - SOR, Inc.
5017 200 psi Concrete for Base Material for Trench Repair
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving
1 12/5/2022
4 30 00
Mix Design
Holden - SOR, Inc.
1822 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
19/9/2022
03 30 00
Mix Design
Holden - SOR, Inc.
1551 3000 psi Concrete Mix for Blocking
14/7/2023
03 30 00
Mix Design
Liquid Stone
C301D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways.
1 4/27/2023
03 30 00
Mix Design
Liquid Stone
C361DNFA 3,600 psi Concrete for Retaining wall, driveway, junction box apron, approach
14/7/2023
03 30 00
Mix Design
Liquid Stone
C361DHR 3,600 psi Concrete for Drilled Shaft/Lighting and Traffic Signal Foundations
1 1/24/2023
03 30 00
Mix Design
Liquid Stone
C451DHR-A 4500psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2132214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9490SC 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2131314 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136014 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136214 3,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141224 4,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141024 4,000 psi Concrete for Sidewalks & Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2136224 3,600 psi Concrete for Curb Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
FLOW25A 50 psi Concrete for Flowable Fill/CLSM
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement
19/9/2022
03 30 00
Mix Design
Martin Marietta
R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
Q2141N27 4,000 psi Concrete for Machine Placed paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
Q2141K30 4,000 psi Concrete for Machine Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
33 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
1 11/15/2022
3413 13
Mix Design
Martin Marietta
R2146P36 4,500 psi Concrete for Hand Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K36 4,500 psi Concrete for Hand Placed Paving
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146N35 / 6.11 sacks / 4,500 psi concrete for Hand Place Paving, Inlets, Manholes, Headwalls
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141N24 4,000 psi Concrete for Sidewalks and Ramps
1 11/2/2022
32 13 13
Mix Design
Martin Marietta
R2141K24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146038 4,500 psi Concrete for Inlets, Stone Drain Structures
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146042 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146242 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2146236 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
D9493SC 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Martin Marietta
R2147241 4,500 psi Concrete for Hand Placed Paving
14/1/2023
32 1320
Mix Design
Martin Marietta
R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks
14/1/2023
03 30 00
Mix Design
Martin Marietta
R21461`33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck
14/1/2023
03 30 00
Mix Design
Martin Marietta
R2146033 4,000 psi Concrete for Ripmp
14/7/2023
32 1320
Mix Design
Martin Marietta
R2136K14 3,000 psi concrete for sidewalks and ramps
14/7/2023
32 13 13
Mix Design
Martin Marietta
R2161K70 6,000 psi (3,000 psi @ 24 hrs.) for HES Paving
14/1/2023
03 30 00
Mix Design
Martin Marietta
310LBP 3,600 psi Concrete for Retaining Walls
1 5/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving
14/1/2023
03 30 00
Mix Design
Martin Marietta
R2141030 4,000 psi Concrete for Riprap
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
I
Concrete(Con inued)
1 5/3/2023
03 30 00
Mix Design
Martin Marietta
M7842344 4,000 psi Concrete for Bridge Deck
16/1/2023
32 1320
Mix Design
Martin Marietta
R2136R20 3,000 psi Concrete for Sidewalks and Ramps
16/1/2023
32 1320
Mix Design
Martin Marietta
R2136N20 3,000 psi Concrete for Sidewalks and Ramps
1 6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations
1 6/27/2023
03 30 00
Mix Design
Martin Marietta
U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations
1 8/4/2023
03 30 00
Mix Design
Martin Marietta
U2146R41 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases.
1 8/4/2023
03 30 00
Mix Design
Martin Marietta
R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps
1 8/4/2023
32 1320
Mix Design
Martin Marietta
R2141 R24 / 5.53 / 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps.
1 8/4/2023
03 30 00
Mix Design
Martin Marietta
R2146R35 / 6.11 / 4,500 psi Concrete for Inlets, Manholes, and Headwalls
1 8/4/2023
32 13 13
Mix Design
Martin Marietta
R2146R36 / 6.17 / 4,500 psi Concrete for Hand Placed Paving
1 8/30/2023
03 30 00
Mix Design
Martin Marietta
R2141 R30 / 5.85 SK / 4,000 psi Concrete for Box Culverts & Headwalls
1 8/4/2023
32 13 13
Mix Design
Martin Marietta
Q2141 R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Paving
1 11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes
1 11/20/2023
03 30 00
Mix Design
Martin Marietta
R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes.
1 12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
1 12/22/2023
32 13 13
Mix Design
Martin Marietta
R2146K44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving
19/9/2022
32 1320
Mix Design
NCS Redi Mix
NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks
19/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-YY 3000 psi Concrete Mix for Curb Inlets
19/9/2022
03 30 00
Mix Design
NBR Ready Mix
TX C-NY 3000 psi Concrete Mix for Curb Inlets
19/12/2023
03 30 00
Mix Design
NBR Ready Mix
CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts
1 10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A-YY / 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
1 10/4/2023
03 30 00
Mix Design
NBR Ready Mix
CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving
1 10/4/2023
32 13 13
Mix Design
NBR Ready Mix
CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving
1 10/4/2023
0334 13
Mix Design
NBR Ready Mix
FTW FLOW FILL / 150 psi concrete for Flowable
17/10/2023
03 30 00
Mix Desigg
Osborn
30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks
17/10/2023
32 13 13
Mix Design
Osborn
45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving
1 1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6320AHP 4500 psi Concrete for Hand Placed Paving
1 1/24/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM6020ASS 4000 psi Concrete for Strom Drain Structures
1 1/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5320A 3000 psi Concrete for Blocking
11/18/2023
03 30 00
Mix Design
Rapid Redi Mix
RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
DCA2E554 3000 psi Concrete Mix for Rip Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
VOJ11524 3000 psi Concrete Mix for Curb & Gutter
19/9/2022
0334 13
Mix Design
Redi-Mix
FOCIO021 215 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OJI 1524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OJ11504 3000 psi Concrete Mix for Sidewalks
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OL11504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes
19/9/2022
03 30 00
Mix Design
Redi-Mix
1OL11524 / 6.00 Sacks / 4,000 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls
19/9/2022
03 30 00
Mix Design
Redi-Mix
1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads
1 9/29/2022
03 30 00
Mix Design
Redi-Mix
1 OL21524 4000 psi Concrete Mix for Manholes
19/9/2022
03 30 00
Mix Design
Redi-Mix
15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OL115E4 3600 psi Concrete Mix for Bridge substructures
19/9/2022
03 30 00
Mix Design
Redi-Mix
156115D4 4000 psi Bridge Slabs
19/9/2022
0334 13
Mix Design
Redi-Mix
F35238VN 100 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Redi-Mix
FOD138VM 100 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Redi-Mix
1 OJI1554 3000 psi Concrete Mix for Rip -Rap
19/9/2022
03 30 00
Mix Design
Redi-Mix
POG138K9 1000 psi Concrete Mix for Trench Repair Base Material
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OK11524 3600 psi Concrete Mix for Encasement
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 ON11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 ON11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
50KI 1524 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM11524 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
1 OM11504 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Redi-Mix
145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures
1 11/2/2022
03 30 00
Mix Design
Redi-Mix
1451`251`4 4500 psi Concrete for Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OK115C4 3500 psi Concrete for Thrust Blocks, Valve Pads
112/5/2022
03 30 00
Mix Design
Redi-Mix
156115C4 4000 psi Concrete for CIP Storm Drain Structures
1 12/5/2022
03 30 00
Mix Design
Redi-Mix
1 OL115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall
15/15/2023
03 30 00
Mix Design
Redi-Mix
80L115135 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations
15/15/2023
03 30 00
Mix Design
Redi-Mix
1 ON115D6 Slurry Displacement Shafts, Underwater Drilled shafts
19/9/2022
0334 13
Mix Design
SRM Concrete
30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter
19/9/2022
0334 13
Mix Design
SRM Concrete
40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars
19/9/2022
03 30 00
Mix Design
SRM Concrete
35023 3,600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40068 3,600 psi Concrete for Machine Placed Paving
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No. National Spec
I
Concrete(Con inued)
19/9/2022
03 30 00
Mix Design
SRM Concrete
45300 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
45000 4,500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
40326 4,500 (3,00 (il 3-days) psi Concrete for HES Paving
19/9/2022
03 30 00
Mix Design
SRM Concrete
35022 3,600 psi Concrete for Junction Box, Retaining Walls
19/9/2022
03 30 00
Mix Design
SRM Concrete
30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp
12/10/2023
03 30 00
Mix Design
SRM Concrete
50310 5,000 psi Concrete for HES Paving
1 1/13/2023
32 13 13
Mix Design
SRM Concrete
45023 4,500 psi Concrete for Hand Placed Paving
15/5/2023
03 30 00
Mix Design
SRM Concrete
D100008553CB 4,000 psi Concrete for Bdridge Approach Slab, Deck Slab
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW60AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW7520AMR 4500 (3000 psi (d 3-days) psi Concrete HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6520AMR 4500 (3000 psi (d 3-days) psi HES Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5520AMP 3600 psi Concrete for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5320A 3000 psi Concrete Mix for Blocking
19/9/2022
0334 13
Mix Design
Tarrant Concrete
FWFF150CLSM 50-150 psi Flowable Fill - CLSM
19/9/2022
0334 13
Mix Design
Tarrant Concrete
FWFF275 50-150 psi Flowable Fill - CLSM
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW6020A2 4000 psi Concrete Mix for Storrs Drain Structures
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW6025A2 4000 psi Concrete for Manholes
1 10/10/2022
03 30 00
Mix Design
Tarrant Concrete
TCFW5020A 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
3020AE 3000 psi Concrete for Sidewalks
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
CP5020A 3000 psi Concrete Mix for Curb and Gutter
19/9/2022
03 30 00
Mix Design
Tarrant Concrete
FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp
19/9/2022
03 30 00
Mix Design
Titan Ready Mix
TRC4520 4500 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
270.230 5000 psi Concrete for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2302 4000 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0255.2301 3600 psi Concrete Mix for Machine Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0260.2301 4500 psi Concrete Mix for Hand Placed Paving
19/9/2022
03 30 00
Mix Design
True Grit Redi Mix
0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving
1 11/30/2023
32 13 13
Mix Design
Wildcatter Redi-Mix
3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving
1 11/20/2023
32 13 13
Mix Design
Wildcatter Redi-Mix
4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving
1 11/20/2023
03 30 00
Mix Design
Wildcatter Redi-Mix
3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets
1 11/30/2023
03 30 00
Mix Design
Wildcatter Redi-Mix
4020AI / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets
19/9/2022
03 30 00
Mix Design
Wise Redi Mix
3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations
A�ppalt Pavin
19/9/2022
32 216
�fix Desr
Austin Asphalt
FT5D137965 PG64-22 Type D Fine Surface
19/9/2022
32 1216
Mix Desr
Austin Asphalt
DA513135965 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Des�n
Austin Asphalt
FT5B117965 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Des�n
Austin Asphalt
FT111139965 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Desr
Austin Asphalt
FT1B117.2 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Desr
Reynolds Asphalt
1901D PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1112B PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Reynolds Asphalt
1612B PG64-22 Type B Fine Base
1 11/20/2023
32 12 16
Mix Design
Reynolds Asphalt
2101D PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
Sunmount Paving
341DV6422 PG64-22 Type D Fine Surface
1 11/26/2022
32 12 16
Mix Design
Sunmount Paving
340DV6422 PG64-22 Type D Fine Surface
1 12/5/2022
33 12 16
Mix Design
Sunmount Paving
3076BV6422 PG62-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
Sunmount Paving
341-BRAP6422ERG PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
37-211305-20 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
44-211305-17 PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
211305 (1757) PG64-22 Type B Fine Base
19/9/2022
32 12 16
Mix Design
TXBIT
222475 (1857) PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
29-222475-19 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
1-222475-20 PG64-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
64-224125-18 PG70-22 Type D Fine Surface
19/9/2022
32 12 16
Mix Design
TXBIT
12-222475-19 PG64-22 Type D Fine Surface
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
STANDARD PRODUCTS LIST AS OF 03/07/2024
Approval Spec No. Classification Manufacturer Model No. National Spec
Detectable Warm Surface
19/9/2022 32 1320 DW1- Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers
19/9/2022 32 1320 DWS - Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers
19/9/2022
32 1320
DWS - Composite
Engineered Plastics, Inc. (Williamsville, l Armor Tile
19/9/2022
32 1320
DWS - Composite
ADA Solutions (Wilmington, MA)
Heritage Brick CIP Composite Paver
14/7/2023
32 1320
DWS - Pavers
ADA Solutions (Wilmington, MA)
Detectable Warning Pavers
Silicone Joint
Sealant
19/9/2022
132 1373
Joint Sealant
Dow
890SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
19/9/2022
32 1373
Joint Sealant
Tremco
900SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
19/9/2022
132 1373
Joint Sealant
Pecom
300SL - Cold Applied, Single Component, Silicone Joint Sealant
ASTM D5893
�ASTMD5893
19/9/2022
132 1373
Joint Sealant
Crafco
RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant
Utility Trench Embedment Sand
19/9/2022
3305 10
Embedment Sand
Silver Creek Materials
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
Crouch Materials
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
F and L Dirt Movers
Utility Embedment Sand
ASTM C33
19/9/2022
3305 10
Embedment Sand
Tin Top Martin Marietta
Utility Embedment Sand
ASTM C33
Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13
19/28/2018
3305 13
Manhole Frames and Covers
AccuCast (Govmd Steel Company, LTD)
MHRC #220605 (Size - **24" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Cover
Neenah Foundry
NF-1274-1791 (Size - 32" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
NF-1743-LM (Hinged) (Size - 32" Dial
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frame
Neenah Foundry
NF-1930-30 (Size - 32.25" Dia.)
ASTM A48 AASHTO M306
19/28/2018
3305 13
Manhole Frames and Covers
Neenah Foundry
R-1743-HV (Size - 32" Dial
ASTM A48 AASHTO M306
14/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2279ST (Size - 24" Dial
ASTM A48 AASHTO M306
14/3/2019
3305 13
Manhole Frames and Covers
SIP Industries ++
2280ST (Size - 32" Dial
ASTM A48 AASHTO M306
1 10/8/2020
3305 13
Manhole Frames and Covers
EJ ( Formally East Jordan Iron Works)
EJ1033 Z2/A (Size - 32.25" Dial
ASTM A536 AASHTO M306
**Note: All new development
and new installation manhole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and
covers.
FORT WORTH® CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT
Approval
Spec No.
STANDARD PRODUCTS LIST AS OF 03/07/2024
Classification Manufacturer
Model No.
National Spec
Storm Sewer - Inlet & Structures 33-05-13
110/8/2020
33 49 20
Curb Inlets
Fortenra
FRT-1 Ox3-405-PRECAST** (Size - 10' X 3')
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Fortema
FRT-100-406-PRECAST** (Size - 10' X 3')
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Fortema
FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.5')
ASTM C913
110/8/2020
33 49 20
Curb Inlets
Fortema
FRT-lOx4.5-420-PRECAST** (Size - 10' X 4.5')
ASTM C913
110/8/2020
33 39 20
Manhole
Fortema
FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')
ASTM C913
110/8/2020
33 39 20
Manhole
Forterrra
FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')
ASTM C913
13/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-IOX3-405-PRECAST INLET** (Size - 10' X 3')
ASTM 615
13/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')
ASTM 615
13/19/2021
33 49 20
Curb Inlets
Thompson Pipe Group
TPG-20X3-405-PRECAST INLET** (Size - 20' X T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-409-PRECAST TOP (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-409-PRECAST BASE (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST TOP (Size - 5' X 5')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-410-PRECAST BASE (Size - 5' X 5')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST TOP (Size - 6' X 6)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-411-PRECAST BASE (Size - 6' X 6')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST TOP (Size - TX T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-411-PRECAST BASE (Size - TX T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-7X7-412-PRECAST 4-FT RISER (Size - TX T)
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST TOP (Size - 8' X 8')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-411-PRECAST BASE (Size - 8' X 8')
ASTM 615
13/19/2021
33 39 20
Manhole
Thompson Pipe Group
TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-4X4-408-PRECAST INLET (Size - 4' X 4')
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-5X5-408-PRECAST INLET (Size - 5' X 5')
ASTM 615
13/19/2021
33 49 20
Drop Inlet
Thompson Pipe Group
TPG-6X6-408-PRECAST INLET (Size - 6' X 6')
ASTM 615
18/28/2023
3349 10
Manhole
Oldcastle
Precast 4' x 4' Stacked Manhole (Size - 4' X 4)
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box (Size - 5' X 8')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 4' x 4' Storm Junction Box (Size - 4' X 4')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 5' x 5' Storm Junction Box (Size - 5' X 5')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 6' x 6' Storm Junction Box (Size - 6' X 6')
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8)
ASTM C478
18/28/2023
3349 10
Manhole
Oldcastle
Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8)
ASTM C478
18/28/2023
3349 10
Manhole
Rinker Materials
Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')
ASTM C433
18/28/2023
33 39 20
Curb Inlet 10 'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
18/28/2023
33 39 20
Curb Inlet 15 'x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
18/28/2023
33 39 20
Curb Inlet 20' x 3' Riser
Thompson Pipe Group
Inlet Riser (Size - 3 FT)
ASTM C913-16
11/12/2024
33 49 20
Drop Inlet
AmeriTex Pipe &Products
Drop Inite (4' X 4')
ASTM C913
11/12/2024
33 49 20
Drop Inlet
AmeriTex Pipe &Products
Drop Inite (5' X 5')
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 4'x4' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 5'x5' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
5' Precast Tansition MH (4' MH on the top of 5' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 6'x6' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
6' Precast Tansition MH (4' MH on the top of 6' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Precast 8'x8' Storm Junction Box
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
8' Precast Tansition MH (4' MH on the top of 8' JB)
ASTM C913
1 1/19/2024
33 49 20
Manhole
AmeriTex Pipe &Products
Type C Storm Drain Manhole on Box (4' MH on the top of RCB)
ASTM C913
**Note: Pre -cast
inlets are appoved for the stage / portion of the structure (basin) only. Stage H portion of the structure are required to be cast hi place. No exceptions to this requirement shall be allowed.
Storm Sewer -
Pipes & Boxes 33-05-13
1 4/9/2021
3341 13
Storm Drain Pipes
Advanced Drainage Systens, hrc. (ADS)
ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")
ASTM F2881 & AASHTO M330
18/28/2023
3349 10
Storm Drain Pipes
Rinker Materials
Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)
ASTM C76, C655
18/28/2023
3349 10
Culvert Box
Rinker Materials
Reinforced Concrete Box Culvert (Sze - Various)
ASTM C789, C850
1 10/12/2023
3341 10
Storm Drain Pipes
AmeriTex Pipe &Products
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)
ASTM C76, C506
1 10/12/2023
3441 10
Culvert Box
AmeriTex Pipe &Products
Reinforced Concrete Box Culvert (size - Various))
ASTM C1433,C1577
110/18/2023
3541 10
Storm Dram Pipes
The Turner Co.
Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)
ASTM C76, C506
1 10/18/2023
3641 10
Culvert Box
The nurser Co.
Reinforced Concrete Box Culvert (size - Various)
ASTM C1433,C1577