HomeMy WebLinkAboutContract 58931FORTWORTH.
CONTRACT
FOR
CONSTRUCTION OF THE
CSC No. 58931
GATE 34 REPLACEMENT PROJECT
at
MEACHAM INTERNATIONAL AIRPORT
Mattie Parker
Mayor
Roger Venables
Aviation Systems Director
Prepared for
The City of Fort Worth
Aviation Department
December 2022
93
Garver, LLC
TBPE Firm No. F-5713
David Cooke
City Manager
OF TF,�.�\
Z.
MATTHEW C. LEMAY
112269
Digitally Signed 12/09/2022
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
FORT WORTH.
City of Fort Worth
Standard Construction Specification
Documents
Adopted September 2011
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 1 of 3
SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
Last Revised
0005 10
Mayor and Council Communication
07/01/2011
0005 15
Addenda
07/01/2011
0011 13
Invitation to Bidders
07/19/2021
0021 13
Instructions to Bidders
11/02/2021
0035 13
Conflict of Interest Statement
02/24/2020
00 41 00
Bid Form
09/30/2021
00 42 43
Proposal Form Unit Price
01/20/2012
0043 13
Bid Bond
09/11/2017
00 43 37
Vendor Compliance to State Law Nonresident Bidder
06/27/2011
0045 11
Bidders Prequalifications
08/13/2011
0045 12
Prequalification Statement
09/30/2021
0045 13
Prequalification Application
08/13/2021
00 45 26
Contractor Compliance with Workers' Compensation Law
07/01/2011
00 45 40
Btisiness Eqvity Go& N/A
10/27/2021
00 52 43
Agreement
11/23/2021
0061 13
Performance Bond
07/01/2011
0061 14
Payment Bond
07/01/2011
0061 19
Maintenance Bond
07/01/2011
00 61 25
Certificate of Insurance
07/01/2011
00 72 00
General Conditions
08/23/2021
00 73 00
Supplementary Conditions
03/09/2020
Division 01
- General Requirements
Last Revised
01 1100
Summary of Work
12/20/2012
01 25 00
Substitution Procedures
07/01/2011
01 31 19
Preconstruction Meeting
08/17/2012
01 3120
Project Meetings
07/01/2011
01 32 16
Construction Schedule
08/13/2021
01 32 33
Preconstruction Video
07/01/2011
01 3300
Submittals
12/20/2012
01 35 13
Special Project Procedures
03/11/2022
01 45 23
Testing and Inspection Services
03/09/2020
01 5000
Temporary Facilities and Controls
07/01/2011
01 5526
Street Use Permit and Modifications to Traffic Control
03/22/2021
0157 13
Storm Water Pollution Prevention Plan
07/01/2011
01 58 13
Temporary Project Signage
07/01/2011
01 60 00
Product Requirements
03/09/2020
01 66 00
Product Storage and Handling Requirements
07/01/2011
01 70 00
Mobilization and Remobilization
11/22/2016
01 7123
Construction Staking and Survey
02/14/2018
01 74 23
Cleaning
07/01/2011
01 77 19
Closeout Requirements
03/22/2021
01 78 23
Operation and Maintenance Data
12/20/2012
01 7839
Project Record Documents
07/01/2011
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised September 9, 2022
00 00 00
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Page 2 of 3
Technical Specifications which have been modified by the Engineer specifically for this
Project; hard copies are included in the Project's Contract Documents
Supplemental
SS-120
Construction Safety and Security
SS-242
Ornamental Steel Fence
SS-300
Basic Electrical Requirements
SS-350
Automatic Gate Operators
Technical
C-105 Mobilization
F-162 Chain -Link Fence
P-605 Joint Sealants for Pavements
P-610 Concrete for Miscellaneous Structures
Appendix
GC-4.02 Subsurface and Physical Conditions
GC-6.07 Wage Rates
END OF SECTION
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised September 9, 2022
0005 10-1
MAYOR AND COUNCIL COMMUNICATION (M&C)
Page 1 of 1
1 SECTION 00 05 10
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23 END OF SECTION
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
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0005 15-1
ADDENDA
Page 1 of 4
SECTION 00 05 15
ADDENDA
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised July 1, 2011 Meacham International Airport
ADDENDUM 1
3010 Gaylord Parkway
Suite 190
Frisco, TX 75034
TEL 972.377.7480
FAX 972.377.8380
www.GarverUSA.com
PRE -BID MEETING MINUTES
To: Attendees Date: January 13, 2023
From: Roy Daniels, PE
RE: Meacham International Airport (FTW)
Gate 34 Replacement
Pre -Bid Meeting Minutes
Copies: Attendees
On Thursday, January 121", 2023 at 1:OOpm, a pre -bid meeting was held to discuss the Gate 34 Replacement
project at Meacham International Airport. The following items were discussed:
1. Introduction & Roles
a) Sign -In sheet attached with Meeting Minutes.
2. Bidding Procedures
a) Sealed bids will be received by the City of Fort Worth Purchasing Office until 1:30pm CST, Thursday,
January 26, 2023.
b) Bids will be opened publicly and read aloud at 2:OOpm CST in the City Council Chambers.
➢ Any bids received after closing time will not be opened.
➢ The public is now able to attend bid opening if necessary.
➢ There will be a representative of the Airport at the Bid Opening.
i. For bids to be read aloud (and considered responsive), the bidder must include:
A. 00 41 00 Bid Form
B. 00 43 13 Bid Bond
C. 00 42 43 Proposal Form
D. 00 43 37 Vendor Compliance to State Law Non Resident Bidder
E. 00 35 13 Conflict of Interest Affidavit
➢ There are no bidder prequalification requirements for this project.
c) Last day for questions: Before 12 p.m. on Friday January 20, 2022
i. Technical questions concerning the plans and specifications should be directed to Roy Daniels at
RVDaniels@GarverUSA.com.
d) Contract Time: 14 Calendar Days
➢ Dependent upon material lead times, there may be an opportunity to accommodate a
period of time in which submittals may be processed prior to the contract time
beginning.
e) Electronic Bid Proposal Workbook
2
January 13, 2023
Page 2 of 2
3. Overall Construction Items
a) Base Bid
i. 170 L.F. of Temporary Fence
ii. 21 L.F. of 7-Foot Ornamental Steel Fence
iii. 1 Automatic Sliding V-Track Gate and Operator System
4. Construction Plans
a) Airport Safety & Security
➢ Airport security is vital for this project. Prior to the start of any work related to the gate,
the proposed temporary fence must be installed.
b) Phasing Plans
➢ There will be one phase with a duration of 14 calendar days (including Saturdays and
Sundays).
c) Staging Areas, Haul Routes, and Access
➢ The primary Access point will be located at Gate 35 on the north side of NW 38`h Street.
d) Fencing Layout
e) Gate 34 Layout
5. Potential Construction Conflicts
a) Rock
➢ Limestone maybe encountered during the installation of the proposed fence posts.
b) Utilities
➢ There is an existing fiber line located to the north of Gate 34.
➢ It is strongly recommended to call 811 prior to any excavation activities.
6. Pre -Bid Meeting Questions
a) Are there any minority goal requirements?
- There is no M/WBE Project Goal for this project as this project will meet the City's Business
Equity Ordinance No. 25165-10-2021.
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00 11 13
INVITATION TO BIDDERS
Page 1 of 2
SECTION 00 1113
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the construction of "Gate 34 Replacement" ("Project") will be received by the
City of Fort Worth Purchasing Office until 1:30 P.M. CST, Thursday, January 26, 2023 as further
described below:
City of Fort Worth
Purchasing Division
200 Texas Street
Fort Worth, Texas 76102
Bids will be accepted by: US Mail, Courier, FedEx or hand delivery at the address above;
Bids will be opened publicly and read aloud at 2:00 PM CST in the City Council Chambers.
["&,I 11.7\ a 17 Wilej R 1910 [I30[I]AViY1]"
The major work will consist of the (approximate) following: The City of Fort Worth by and
through its Aviation Department is soliciting proposals from qualified parties to remove and
replace the existing Gate 34 on the southeast limits at Meacham International Airport.
PREQUALIFICATION
Certain improvements included in this project must be performed by a contractor or designated
subcontractor who is pre -qualified by the City at the time of bid opening. The procedures for
qualification and pre -qualification are outlined in the Section 3 of 00 21 13 — INSTRUCTIONS
TO BIDDERS.
DOCUMENT EXAMINATION AND PROCUREMENTS
The Bidding and Contract Documents may be examined or obtained on-line by visiting the City
of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gov/purchasing/ and
clicking on the link to the advertised project folders on the City's electronic document
management and collaboration system site. The Contract Documents may be downloaded,
viewed, and printed by interested contractors and/or suppliers.
Copies of the Bidding and Contract Documents may be viewed at the office of the design
engineer.
Roy Daniels, PE
Garver, LLC
3010 Gaylord Parkway, Suite 190
Frisco, TX 75034
EXPRESSION OF INTEREST
To ensure potential bidders are kept up to date of any new information pertinent to this project, all
interested parties are requested to email Expressions of Interest in this procurement to the City
Project Manager and the Design Engineer. The email should include the company's name,
contact person and that individual's email address and phone number. All Addenda will be
distributed directly to those who have expressed an interest in the procurement and will also be
posted in the City of Fort Worth's purchasing website at http://fortworthtexas.gov/purchasing/
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Meacham International Airport
Revised 7/19/2021
00 11 13
INVITATION TO BIDDERS
Page 2 of 2
PREBID CONFERENCE — In Person
A prebid conference will be held at the following location, date, and time:
LOCATION: Meacham International Airport Conference Center, 201 American Concourse,
Third Floor, Fort Worth, TX 76106
DATE: Thursday, January 12, 2023
TIME: 1: 00 pm
If a prebid conference is held, the presentation and any questions and answers provided at the
prebid conference will be issued as an Addendum to the call for bids. If a prebid conference is not
being held, prospective bidders can e-mail questions or comments in accordance with Section 6
of the Instructions to Bidders referenced above to the project manager(s) at the e-mail addresses
listed below. Emailed questions will suffice as "questions in writing." If necessary, Addenda will
be issued pursuant to the Instructions to Bidders.
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irregularities and to accept or reject any or all bids.
AWARD
City will award a contract to the Bidder presenting the lowest price, qualifications and
competencies considered.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Roy Daniels, PE, Garver
Email: RVDaniels@GarverUSA.com
Phone: 214-619-9076
AND/OR
Attn: Matthew LeMay, PE, Garver
Email: MCLeMay@GarverUSA.com
Phone: 214-619-9050
ADVERTISEMENT DATES
First Advertisement: January 41h, 2023
Second Advertisement: January 11th, 2023
END OF SECTION
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Meacham International Airport
Revised 7/19/2021
0021 13
INSTRUCTIONS TO BIDDERS
SECTION 00 2113
INSTRUCTIONS TO BIDDERS
1. Defined Terms
Page 1 of 10
1.1. Capitalized terms used in these INSTRUCTIONS TO BIDDERS are defined in Section
00 72 00 - GENERAL CONDITIONS.
1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the
meanings indicated below which are applicable to both the singular and plural thereof.
1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting
directly through a duly authorized representative, submitting a bid for performing
the work contemplated under the Contract Documents.
1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or
corporation acting directly through a duly authorized representative, submitting a
bid for performing the work contemplated under the Contract Documents whose
principal place of business is not in the State of Texas.
1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City
(on the basis of City's evaluation as hereinafter provided) makes an award.
2. Copies of Bidding Documents
2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations
resulting from the Bidders use of incomplete sets of Bidding Documents.
2.2. City and Engineer in making copies of Bidding Documents available do so only for the
purpose of obtaining Bids for the Work and do not authorize or confer a license or grant
for any other use.
3. Prequalification of Bidders (Prime Contractors and Subcontractors)
3.1. Bidders or their designated subcontractors are required to be prequalified for the work
types requiring prequalification as per Sections 00 45 11 BIDDERS
PREQUALIFICATIONS and 00 45 12 PREQUALIFICATION STATEMENT. Firms
seeking pre -qualification, must submit the documentation identified in Section 00 45 11
on Section 00 45 13 PREQUALIFICATION APPLICATION at least seven (7)
calendar days prior to Bid opening for review and, if qualified, acceptance. The
subcontractors listed by a Bidder on 00 45 12 must be prequalified for the appropriate
work types. Subcontractors must follow the same timelines as Bidders for obtaining
prequalification review. Bidders or Subcontractors who are not prequalified at the time
bids are opened and reviewed may cause the bid to be rejected.
Prequalifcation requirement work types and documentation are available by accessing all
required files through the City's website at:
https:Hgpps.fortworthtexas. og v/ProjectResources/
3.1.1. Paving — Requirements document located at:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Gate Replacement Project at
Revised/Updated November 2, 2021 Meacham International Airport
0021 13
INSTRUCTIONS TO BIDDERS
Page 2 of 10
hlt2s:Hgpps.fortworthtexas. o�jectResources/ResourcesP/02%20-
%20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving
%20Contractor%2OPrequalification%2OProgram/PREQUALIFICATION%20REQ
UIREMENTS%20FOR%20PAVING%2000NTRACTORS.pdf
3.1.2. Roadway and Pedestrian Lighting — Requirements document located at:
hit2s:Hgpps.fortworthtexas. ova/ProjectResources/ResourcesP/02%20-
%20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2ORoadwa
y%20and%2OPedestrian%2OLighting%2OPrequalification%2OProgram/STREET%
20LIGHT%20PREQUAL%20REQMNTS.pdf
3.1.3. Water and Sanitary Sewer — Requirements document located at:
hit 2s:Hgpps.fortworthtexas.gov/ProjectResources/ResourcesP/02%20-
%20Construction%2ODocuments/Contractor%2OPrequalification/Water%20and%2
OSanitM%2OSewer%20Contractor%2OPrequalification%2OProgram/W S S%20pre
qual%20requirements.pdf
3.2. Each Bidder, unless currently prequalified, must submit to City at least seven (7)
calendar days prior to Bid opening, the documentation identified in Section 00 45 11,
BIDDERS PREQUALIFICATIONS.
3.2. 1. Submission of and/or questions related to prequalification should be addressed to
the City contact as provided in Paragraph 6.1.
3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low
bidder for a project to submit such additional information as the City, in its sole
discretion may require, including but not limited to manpower and equipment records,
information about key personnel to be assigned to the project, and construction schedule
to assist the City in evaluating and assessing the ability of the apparent low bidder to
deliver a quality product and successfully complete projects for the amount bid within
the stipulated time frame. Based upon the City's assessment of the submitted
information, a recommendation regarding the award of a contract will be made to the
City Council. Failure to submit the additional information, if requested, may be grounds
for rejecting the apparent low bidder as non -responsive. Affected contractors will be
notified in writing of a recommendation to the City Council.
3.4. In addition to prequalification, additional requirements for qualification may be required
within various sections of the Contract Documents.
4. Examination of Bidding and Contract Documents, Other Related Data, and Site
4.1. Before submitting a Bid, each Bidder:
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Meacham International Airport
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 3 of 10
4.1.1. Shall examine and carefully study the Contract Documents and other related data
identified in the Bidding Documents (including "technical data" referred to in
Paragraph 4.2. below). No information given by City or any representative of the
City other than that contained in the Contract Documents and officially
promulgated addenda thereto, shall be binding upon the City.
4.1.2. Should visit the site to become familiar with and satisfy Bidder as to the general,
local and site conditions that may affect cost, progress, performance or furnishing
of the Work.
4.1.3. Shall consider federal, state and local Laws and Regulations that may affect cost,
progress, performance or furnishing of the Work.
4.1.4. Shall study all: (i) reports of explorations and tests of subsurface conditions at or
contiguous to the Site and all drawings of physical conditions relating to existing
surface or subsurface structures at the Site (except Underground Facilities) that
have been identified in the Contract Documents as containing reliable "technical
data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any,
at the Site that have been identified in the Contract Documents as containing
reliable "technical data."
4.1.5. Is advised that the Contract Documents on file with the City shall constitute all of
the information which the City will furnish. All additional information and data
which the City will supply after promulgation of the formal Contract Documents
shall be issued in the form of written addenda and shall become part of the Contract
Documents just as though such addenda were actually written into the original
Contract Documents. No information given by the City other than that contained in
the Contract Documents and officially promulgated addenda thereto, shall be
binding upon the City.
4.1.6. Should perform independent research, investigations, tests, borings, and such other
means as may be necessary to gain a complete knowledge of the conditions which
will be encountered during the construction of the project. For projects with
restricted access, upon request, City may provide each Bidder access to the site to
conduct such examinations, investigations, explorations, tests and studies as each
Bidder deems necessary for submission of a Bid. Bidder must fill all holes and
clean up and restore the site to its former conditions upon completion of such
explorations, investigations, tests and studies.
4.1.7. Shall determine the difficulties of the Work and all attending circumstances
affecting the cost of doing the Work, time required for its completion, and obtain all
information required to make a proposal. Bidders shall rely exclusively and solely
upon their own estimates, investigation, research, tests, explorations, and other data
which are necessary for full and complete information upon which the proposal is
to be based. It is understood that the submission of a proposal or bid is prima -facie
evidence that the Bidder has made the investigations, examinations and tests herein
required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Gate Replacement Project at
Revised/Updated November 2, 2021 Meacham International Airport
0021 13
INSTRUCTIONS TO BIDDERS
Page 4 of 10
4.1.8. Shall promptly notify City of all conflicts, errors, ambiguities or discrepancies in or
between the Contract Documents and such other related documents. The Contractor
shall not take advantage of any gross error or omission in the Contract Documents,
and the City shall be permitted to make such corrections or interpretations as may
be deemed necessary for fulfillment of the intent of the Contract Documents.
4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification o£
4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to
the site which have been utilized by City in preparation of the Contract Documents.
The logs of Soil Borings, if any, on the plans are for general information only.
Neither the City nor the Engineer guarantee that the data shown is representative of
conditions which actually exist.
4.2.2. those drawings of physical conditions in or relating to existing surface and
subsurface structures (except Underground Facilities) which are at or contiguous to
the site that have been utilized by City in preparation of the Contract Documents.
4.2.3. copies of such reports and drawings will be made available by City to any Bidder
on request. Those reports and drawings may not be part of the Contract
Documents, but the "technical data" contained therein upon which Bidder is entitled
to rely as provided in Paragraph 4.02. of the General Conditions has been identified
and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is
responsible for any interpretation or conclusion drawn from any "technical data" or
any other data, interpretations, opinions or information.
4.2.4. Standard insurance requirements, coverages and limits.
4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder: (i)
that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
exception the Bid is premised upon performing and furnishing the Work required by the
Contract Documents and applying the specific means, methods, techniques, sequences or
procedures of construction (if any) that may be shown or indicated or expressly required
by the Contract Documents, (iii) that Bidder has given City written notice of all
conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
etc., have not been resolved through the interpretations by City as described in
Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
and convey understanding of all terms and conditions for performing and furnishing the
Work.
4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
Documents.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Gate Replacement Project at
Revised/Updated November 2, 2021 Meacham International Airport
0021 13
INSTRUCTIONS TO BIDDERS
Page 5 of 10
5. Availability of Lands for Work, Etc.
5.1. The lands upon which the Work is to be performed, rights -of -way and easements for
access thereto and other lands designated for use by Contractor in performing the Work
are identified in the Contract Documents. All additional lands and access thereto
required for temporary construction facilities, construction equipment or storage of
materials and equipment to be incorporated in the Work are to be obtained and paid for
by Contractor. Easements for permanent structures or permanent changes in existing
facilities are to be obtained and paid for by City unless otherwise provided in the
Contract Documents.
5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed
in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
the award of contract at any time before the Bidder begins any construction work on the
project.
5.3. The Bidder shall be prepared to commence construction without all executed right-of-
way, easements, and/or permits, and shall submit a schedule to the City of how
construction will proceed in the other areas of the project that do not require permits
and/or easements.
6. Interpretations and Addenda
6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City in writing on or before 12 p.m., the Friday prior to the Bid opening. Questions
received after this day may not be responded to. Interpretations or clarifications
considered necessary by City in response to such questions will be issued by Addenda
delivered to all parties recorded by City as having received the Bidding Documents.
Only questions answered by formal written Addenda will be binding. Oral and other
interpretations or clarifications will be without legal effect.
Address questions to:
Attn: Roy Daniels, PE, Garver
Email: RVDaniels@GarverUSA.com
Phone: 214-619-9076
6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by
City.
6.3. Addenda or clarifications may be posted via the City's electronic document management
and collaboration system at http://f`ortworthtexas.gov/purchasing/.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Gate 34 Replacement Project at
Revised/Updated November 2, 2021 Meacham International Airport
0021 13
INSTRUCTIONS TO BIDDERS
Page 6 of 10
6.4. A prebid conference may be held at the time and place indicated in the Advertisement or
INVITATION TO BIDDERS. Representatives of City will be present to discuss the
Project. Bidders are encouraged to attend and participate in the conference. City will
transmit to all prospective Bidders of record such Addenda as City considers necessary
in response to questions arising at the conference. Oral statements may not be relied
upon and will not be binding or legally effective.
7. Bid Security
7.1. Each Bid must be accompanied by a Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price, on the form attached or equivalent, issued
by a surety meeting the requirements of Paragraph 5.01 of the General Conditions.
7.2. The Bid Bonds provided by a Bidder will be retained until the conditions of the Notice of
Award have been satisfied. If the Successful Bidder fails to execute and return the
Contract Documents within 14 days after the Notice of Award conveying same, City
may consider Bidder to be in default, rescind the Notice of Award and act on the Bid
Bond. Such action shall be City's exclusive remedy in the event Bidder is deemed to
have defaulted.
8. Contract Times
The number of days within which, or the dates by which, Milestones are to be achieved in
accordance with the General Requirements and the Work is to be completed and ready for
Final Acceptance is set forth in the Agreement or incorporated therein by reference to the
attached Bid Form.
9. Liquidated Damages
Provisions for liquidated damages are set forth in the Agreement.
10. Substitute and "Or -Equal" Items
The Contract, if awarded, will be on the basis of materials and equipment described in the
Bidding Documents without consideration of possible substitute or "or -equal" items.
Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or -
equal" item of material or equipment may be furnished or used by Contractor if acceptable to
City, application for such acceptance will not be considered by City until after the Effective
Date of the Agreement. The procedure for submission of any such application by Contractor
and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General
Conditions and is supplemented in Section 0125 00 of the General Requirements.
11. Subcontractors, Suppliers and Others
11.1. In accordance with the City's Business Equity Ordinance No.25165-10-2021 the City
has goals for the participation of minority business and/or women business
enterprises in City contracts $100,000 or greater. See Section 00 45 40 for the
M/WBE Project Goals and additional requirements. Failure to comply shall render
the Bidder as non -responsive.
Business Equity Ordinance No.25165-10-2021, as amended (replacing Ordinance
No. 24534-11-2020), codified at:
hM2s:HcodelibrM.amlegal.com/codes/ftworth/latest/ftworth tx/0-0-0-22593
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Meacham International Airport
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 7 of 10
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor or City has reasonable objection.
12. Bid Form
12.1. The Bid Form is included with the Bidding Documents; additional copies may be
obtained from the City.
12.2. All blanks on the Bid Form must be completed and the Bid Form signed in ink.
Erasures or alterations shall be initialed in ink by the person signing the Bid Form. A
Bid price shall be indicated for each Bid item, alternative, and unit price item listed
therein. In the case of optional alternatives, the words "No Bid," "No Change," or
"Not Applicable" may be entered. Bidder shall state the prices for which the Bidder
proposes to do the work contemplated or furnish materials required. All entries shall
be legible.
12.3. Bids by corporations shall be executed in the corporate name by the president or a
vice-president or other corporate officer accompanied by evidence of authority to
sign. The corporate seal shall be affixed. The corporate address and state of
incorporation shall be shown below the signature.
12.4. Bids by partnerships shall be executed in the partnership name and signed by a
partner, whose title must appear under the signature accompanied by evidence of
authority to sign. The official address of the partnership shall be shown below the
signature.
12.5. Bids by limited liability companies shall be executed in the name of the firm by a
member and accompanied by evidence of authority to sign. The state of formation of
the firm and the official address of the firm shall be shown.
12.6. Bids by individuals shall show the Bidder's name and official address.
12.7. Bids by joint ventures shall be executed by each joint venture in the manner indicated
on the Bid Form. The official address of the joint venture shall be shown.
12.8. All names shall be typed or printed in ink below the signature.
12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of
which shall be filled in on the Bid Form.
12.10. Postal and e-mail addresses and telephone number for communications regarding the
Bid shall be shown.
12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of
Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance
to State Law Non Resident Bidder.
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Meacham International Airport
Revised/Updated November 2, 2021
0021 13
INSTRUCTIONS TO BIDDERS
Page 8 of 10
13. Submission of Bids
Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents,
at the time and place indicated in the Advertisement or INVITATION TO BIDDERS,
addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed
envelope, marked with the City Project Number, Project title, the name and address of
Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent
through the mail or other delivery system, the sealed envelope shall be enclosed in a separate
envelope with the notation "BID ENCLOSED" on the face of it.
14. Withdrawal of Bids
14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office may
be withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing and delivered to the Purchasing Office to receive a time stamp prior
to the opening of Bids. A timely withdrawn bid will be returned to the Bidder or, if
the request is within one hour of bid opening, will not be read aloud and will
thereafter be returned unopened.
14.2. In the event any Bid for which a withdrawal request has been timely filed has been
inadvertently opened, said Bid and any record thereof will subsequently be marked
"Withdrawn" and will be given no further consideration for the award of contract.
15. Opening of Bids
Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and
major alternates (if any) will be made available to Bidders after the opening of Bids.
16. Bids to Remain Subject to Acceptance
All Bids will remain subject to acceptance for a minimum of 90 days or the time period
specified for Notice of Award and execution and delivery of a complete Agreement by
Successful Bidder. City may, at City's sole discretion, release any Bid and nullify the Bid
security prior to that date.
17. Evaluation of Bids and Award of Contract
17.1. City reserves the right to reject any or all Bids, including without limitation the rights
to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids
and to reject the Bid of any Bidder if City believes that it would not be in the best
interest of the Project to make an award to that Bidder. City reserves the right to
waive informalities not involving price, contract time or changes in the Work and
award a contract to such Bidder. Discrepancies between the multiplication of units of
Work and unit prices will be resolved in favor of the unit prices. Discrepancies
between the indicated sum of any column of figures and the correct sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Gate 34 Replacement Project at
Revised/Updated November 2, 2021 Meacham International Airport
0021 13
INSTRUCTIONS TO BIDDERS
Page 9 of 10
17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists
among the Bidders, Bidder is an interested party to any litigation against City,
City or Bidder may have a claim against the other or be engaged in litigation,
Bidder is in arrears on any existing contract or has defaulted on a previous
contract, Bidder has performed a prior contract in an unsatisfactory manner, or
Bidder has uncompleted work which in the judgment of the City will prevent or
hinder the prompt completion of additional work if awarded.
17.2. In addition to Bidder's relevant prequalification requirements, City may consider the
qualifications and experience of Subcontractors, Suppliers, and other persons and
organizations proposed for those portions of the Work where the identity of such
Subcontractors, Suppliers, and other persons and organizations must be submitted as
provided in the Contract Documents or upon the request of the City. City also may
consider the operating costs, maintenance requirements, performance data and
guarantees of major items of materials and equipment proposed for incorporation in
the Work when such data is required to be submitted prior to the Notice of Award.
17.3. City may conduct such investigations as City deems necessary to assist in the
evaluation of any Bid and to establish the responsibility, qualifications, and financial
ability of Bidders, proposed Subcontractors, Suppliers and other persons and
organizations to perform and furnish the Work in accordance with the Contract
Documents to City's satisfaction within the prescribed time.
17.4. Contractor shall perform with his own organization, work of a value not less than
35% of the value embraced on the Contract, unless otherwise approved by the City.
17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and
responsive Bidder whose evaluation by City indicates that the award will be in the
best interests of the City.
17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award
contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than
the lowest bid submitted by a responsible Texas Bidder by the same amount that a
Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a
comparable contract in the state in which the nonresident's principal place of
business is located.
17.7. A contract is not awarded until formal City Council authorization. If the Contract is
to be awarded, City will award the Contract within 90 days after the day of the Bid
opening unless extended in writing. No other act of City or others will constitute
acceptance of a Bid. Upon the contract award, a Notice of Award will be issued by
the City.
17.7.1. The contractor is required to fill out and sign the Certificate of Interested
Parties Form 1295 and the form must be submitted to the Project Manager
before the contract will be presented to the City Council. The form can be
obtained at https://www.ethics.state.tx.us/data/forms/1295/1295.pdf
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Gate Replacement Project at
Revised/Updated November 2, 2021 Meacham International Airport
0021 13
INSTRUCTIONS TO BIDDERS
Page 10 of 10
18.1. When City issues a Notice of Award to the Successful Bidder, it will be accompanied
by the required number of unsigned counterparts of the Project Manual. Within 14
days thereafter, Contractor shall sign and deliver the required number of counterparts
of the Project Manual to City with the required Bonds, Certificates of Insurance, and
all other required documentation.
18.2. City shall thereafter deliver one fully signed counterpart to Contractor.
I Biel 1XI7 OM Blom II CI]\I
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT Gate Replacement Project at
Revised/Updated November 2, 2021 Meacham International Airport
00 35 13
CONFLICT OF INTEREST STATEMENT
Page 1 of 1
SECTION 00 35 13
CONFLICT OF INTEREST STATEMENT
Each bidder, offeror or respondent to a City of Fort Worth procurement is required to complete a
Conflict of Interest Questionnaire or certify that one is current and on file with the City Secretary's
Office pursuant to state law.
If a member of the Fort Worth City Council, any one or more of the City Manager or Assistant
City Managers, or an agent of the City who exercise discretion in the planning, recommending,
selecting or contracting with a bidder, offeror or respondent is affiliated with your company, then
a Local Government Officer Conflicts Disclosure Statement (CIS) may be required.
You are urged to consult with counsel regarding the applicability of these forms and Local
Government Code Chapter 176 to your company.
The referenced forms may be downloaded from the links provided below.
Form CIQ (Conflict of Interest Questionnaire) (state.tx.us)
hftps://www.ethics.state.tx.us/data/forms/conflict/C[S.pdf
❑ CIQ Form does not apply
0 CIQ Form is on file with City Secretary
❑ CIQ Form is being provided to the City Secretary
❑ CIS Form does not apply
M CIS Form is on File with City Secretary
❑ CIS Form is being provided to the City Secretary
BIDDER:
Fort Worth Civil Constructors, LLC By: Austin Al m ugh
4860 Mark IV Parkway Signature:
Fort Worth, TX 76106
817.562.2292 Title: President
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 24, 2020
00 41 00 Bid Proposal Workbook
SECTION 00 41 00
BID FORM
TO: The Purchasing Manager
c/o: The Purchasing Division
200 Texas Street
City of Fort Worth, Texas 76102
FOR: Gate 34 Replacement
City Project No.: 58200
Units/Sections:
1. Enter Into Agreement
0041 00
BID FORM
Page 1 of 3
The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City 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 within 14 days of notification of award.
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 any thing of value likely to
influence the action of a public official in the bidding process.
b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the
bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive
levels, or (c) to deprive City 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 City, a purpose of which is to establish Bid prices at artificial, non-competitive
levels.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021 00 41 00 Bid Proposal Workbook
0041 00
BID FORM
Page 2 of 3
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:
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 14 days after the date when the
the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
4.2. Bidder accepts the provisions of the Agreement as to liquidated damages 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. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph
5.01 of the General Conditions.
c. Proposal Form, Section 00 42 43
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f. Prequalification Statement, Section 00 45 12
g. Conflict of Interest Affidavit, Section 00 35 13
*If necessary, CIQ or CIS forms are to be provided directly to City Secretary
h. Any additional documents that may be required by Section 12 of the Instructions to Bidders
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021
00 41 00 Bid Proposal Workbook
0041 00
BID FORM
Page 3 of 3
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 bid prices for each pay item by the respective
estimated quantities shown in this proposal and then totaling all of the extended amounts.
Total Base Bid
Total Bid
7. Bid Submittal
This Bid is submitted on January 26, 2023
Re tfully sub fitted,
By:
(Signature)
Austin Alum h
(Printed Name)
Title: President
Company: Fort Worth Civil Constructors, LLC
Address: 4860 Mark IV Parkway
Fort Worth, TX 76106
State of Incorporation: Texas
Email: austin@fwcivcon.com
Phone: 817.562.2292
END OF SECTION
$63,443.00
$63,443.00
by the entity named below.
Receipt is acknowledged of the
following Addenda:
Initial
Addendum No. 1:
Addendum No. 2:
Addendum No. 3:
Addendum No. 4:
Corporate Seal:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021 00 41 00 Bid Proposal Workbook
SECTION 00 42 43
PROPOSAL FORM
UNIT PRICE BID
Bidder's Application
Gate 34 Replacement - Base Bid
Bidders Proposal
Unit l -
BidlistItem
No.
Description
p
Specification
Section No.
Unit of
Measure
Bid
Quantity
Unit Price
Bid Value
l
Nlobilization Maximuml0%of Total Bid)
C-105-6.1
L.S.
l
$6,200.00
$6,200.00
2
Temporary Fence
F-162-5.1
L.F.
170
$30.00
$5,100.00
3
Construction Safety and Security
SS-120-3.1
L.S.
1
$10,473.00
$10 473.00
4
7-Foot Omamental Steel Fence
SS-242-5.1
L.F.
21
$125.00
$2,625.00
5
LockouVTa out Procedures
SS-300-5.1
L.S.
1
$2,500.00
$2 500.00
6
Gate 34 Automatic Sliding V-Track Gate and Operatior
S stem, Installed
SS-350-5.1
L.S.
1
$36,545.001
$36 545.00
Total Bid $63,443.00
END OF SECTION
00 42 43
BID PROPOSAL
Page 1 of I
CRY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Recisrt 9/30/2021 00 4100 Bid Pmp—] Wolkb«k
SECTION 00 43 13
BID BOND
KNOW ALL BY THESE PRESENTS:
00 43 13
BID BOND
Page 1 of 2
That we, Fort Worth Civil Constructors, LLC , known as
"Bidder" herein and Argonaut Insurance Company a corporate surety
duly authorized to do business in the State of Texas, known as "Surety" herein, are held and firmly bound unto the City
of Fort Worth, a municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal sum
of five percent (5%) of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort Worth,
Tarrant County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project
designated as Gate 34 Replacement
NOW, THEREFORE, the condition of this obligation is such that if the City shall award
the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions
required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with
the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to
execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required
for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal
and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between
Principal's total bid amount and the next selected bidder's total bid amount.
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County,
Texas or the United States District Court for the Northern District of Texas, Fort Worth Division.
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by
duly authorized agents and officers on this the 26th day of January 2023.
PRINCIPAL:
L
�. _uu�Wuk�.n�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021 00 41 00 Bid Proposal Workbook bid bond
L
Witn s as to rety
Attach Power of Attorney (Surety) for Attorney -in -Fact
0043 13
BID BOND
Page 2 of 2
Address: P.O. Box 161727, Fort Worth, TX 76161
SURETY:
Argonaut Insurance Company
BY: KA.,�-
ignature
Andrea Rose Crawford, Attorney -in -Fact
Name and Title
Address: P.O. Box 469011, San Antonio, T_X. 78246
Telephone Number: 210-321-8400
`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.
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021 00 41 00 Bid Proposal Workbook bid bond
Argonaut Insurance Company
Deliveries Only: 225 W. Washington, 24th Floor
Chicago, IL 60606
United States Postal Service: P.O. Box 469011, San Antonio, TX 78246
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State
of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint:
Andrea Rose Crawford Troy Russell Key Debra Lee Moon John William Newby. Sandra L ce Roney. Joshua D. Tritt. Suzanne Elizabeth Niedzwiedz
Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for
and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided,
however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of:
$97.550.000.00
This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of
Argonaut Insurance Company:
"RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, Treasurer and each of them hereby is
authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any
officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as
the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly
authorized officer on the 19th day of November, 2021. Argonaut Insurance Company
URA
=°SEAi''•b= b
i K1948 .•' 2: y
STATE OF TEXAS
COUNTY OF HARRIS SS:
Gary E. Grose President
On this 19th day of November, 2021 A.D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and
qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the
preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company
aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as
officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the
Board of Directors of said Company, referred to in the preceding instrument is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written.
,A-&'thU-un -i Yl . -YY �ko
LCATNLEENMMENOTARY PVBLlGSTATENOTA /:Y IrJ 5679U2-fl (Notary Public)
I, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY of which
the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked.
IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the 26th day of January 2023 .
°:SEAL•:,:
i, CGS.• 1948
Austin W. King Secretary
IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (833) 820 - 9137.
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Argonaut Insurance Company and its affiliates by
telephone for information or to make a complaint:
ARGONAUT INSURANCE COMPANY
Please send all notices of claim on this bond to:
Argo Surety Claims
(413) 773-6359
Deliveries Only: 225 W. Washington, 2411 Floor, Chicago, IL 60606
United States Postal Service: P.O. Box 469011, San Antonio, TX 78246
You may contact the Texas Department of Insurance to obtain
information on companies, coverages, rights or complaints at:
(512) 490-1007
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: Cons umerProtection(&tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim
you should contact your agent or Argo Surety first. If the dispute is
not resolved, you may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements.
00 43 37
VENDOR COMPLIANCE TO STATE LAW
Page 1 of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law
provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors
whose corporate offices or principal place of business are outside the State of Texas) bid projects for
construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident
bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in
order to obtain a comparable contract in the State which the nonresident's principal place of business is located.
The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet
specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident
bidders must check the box in Section B.
A. Nonresident bidders in the State of , our principal place of business,
are required to be percent lower than resident bidders by State Law. A copy of the
statute is attached.
Nonresident bidders in the State of
are not required to underbid resident bidders.
, our principal place of business,
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. P-1
BIDDER:
Fort Worth Civil Constructors, LLC
4860 Mark IV Parkway
Fort Worth, TX 76106
817.562.2292
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 9/30/2021
By: Austin Alumbaugh
(Signature
Title: President
Date: 26-Jan-23
00 41 00 Bid Proposal Workbook
004511-1
BIDDERS PREQUALIFICATIONS
Pagel of 3
1 SECTION 00 45 11
2 BIDDERS PREQUALIFICATIONS
4 1. Summary. A Bidder or their designated subcontractors are required to be prequalified or
5 have applied for prequalification by the City for the work types requiring prequalification
6 prior to submitting bids. To be considered for award of contract the Bidder must submit
7 Section 00 45 12, PREQUALIFICATION STATEMENT for the work type(s) listed with
8 their Bid. Any contractor or subcontractor who is not prequalified for the work type(s) listed
9 must submit Section 00 45 13, PREQUALIFICATION APPLICATION in accordance with
10 the requirements below. The information must be submitted seven (7) days prior to the
11 date of the opening of bids. Subcontractors must follow the same timelines as contractors
12 for obtaining prequalification review. Bidders or Subcontractors who are not prequalified at
13 the time bids are opened and reviewed may cause the bid to berejected.
14
15
16 The prequalification process will establish a bid limit based on a technical evaluation and
17 financial analysis of the contractor. For example, a contractor wishing to submit bids on
18 projects to be opened on the 7th of April must file the information by the 31 st day of March
19 in order to eligible to work on these projects. In order to facilitate the approval of aBidder's
20 Prequalification Application, the following must accompany the submission.
21 a. A complete set of audited or reviewed financial statements.
22 (1) Classified Balance Sheet
23 (2) Income Statement
24 (3) Statement of Cash Flows
25 (4) Statement of Retained Earnings
26 (5) Notes to the Financial Statements, if any
27 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles
28 of Incorporation, Articles of Organization, Certificate of Formation, LLC
29 Regulations, and Certificate of Limited Partnership Agreement).
30 c. A completed Bidder Prequalification Application.
31 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas
32 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification
33 number visit the Texas Comptroller of Public Accounts online at the
34 following web address www.window.state.tx.us/taxpermit/ and fill out the
35 application to apply for your Texas tax ID.
36 (2) The firm's e-mail address and fax number.
37 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number
38 is used by the City for required reporting on Federal Aid projects. The DUNS
39 number may be obtained at www.dnb.com.
40 d. Resumes reflecting the construction experience of the principles of the firm for firms
41 submitting their initial prequalification. These resumes should include the size and
42 scope of the work performed.
43 e. Other information as requested by the City.
44
45 2. Prequalification Requirements
46 a. Financial Statements. Financial statement submission must be provided in
47 accordance with the following:
48 (1) The City requires that the original Financial Statement or a certified copy
49 be submitted for consideration.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised August 13, 2021 Meacham International Airport
0045 11 - 2
BIDDERS PREQUALIFICATIONS
Page 2 of 3
1
(2)
To be satisfactory, the financial statements must be audited or reviewed
2
by an independent, certified public accounting firm registered and in
3
good standing in any state. Current Texas statues also require that
4
accounting firms performing audits or reviews on business entities within
5
the State of Texas be properly licensed or registered with the Texas State
6
Board of Public Accountancy.
7
(3)
The accounting firm should state in the audit report or review whether
8
the contractor is an individual, corporation, or limited liability company.
9
(4)
Financial Statements must be presented in U.S. dollars at the current rate
10
of exchange of the Balance Sheet date.
11
(5)
The City will not recognize any certified public accountant as
12
independent who is not, in fact, independent.
13
(6)
The accountant's opinion on the financial statements of the contracting
14
company should state that the audit or review has been conducted in
15
accordance with auditing standards generally accepted in the United
16
States of America. This must be stated in the accounting firm's opinion.
17
It should: (1) express an unqualified opinion, or (2) express a qualified
18
opinion on the statements taken as a whole.
19
(7)
The City reserves the right to require a new statement at any time.
20
(8)
The financial statement must be prepared as of the last day of any month,
21
not more than one year old and must be on file with the City 16 months
22
thereafter, in accordance with Paragraph 1.
23
(9)
The City will determine a contractor's bidding capacity for the purposes
24
of awarding contracts. Bidding capacity is determined by multiplying the
25
positive net working capital (working capital = current assets — current
26
liabilities) by a factor of 10. Only those statements reflecting a positive
27
net working capital position will be considered satisfactory for
28
prequalification purposes.
29
(10)
In the case that a bidding date falls within the time a new financial
30
statement is being prepared, the previous statement shall be updated with
31
proper verification.
32
b. Bidder Prequalification
Application. A Bidder Prequalification Application must be
33
submitted
along with audited or reviewed financial statements by firms wishing to be
34
eligible to
bid on all classes of construction and maintenance projects. Incomplete
35
Applications will be rejected.
36
(1)
In those schedules where there is nothing to report, the notation of
37
"None" or "N/A" should be inserted.
38
(2)
A minimum of five (5) references of related work must be provided.
39
(3)
Submission of an equipment schedule which indicates equipment under
40
the control of the Contractor and which is related to the type of work for
41
which the Contactor is seeking prequalification. The schedule must
42
include the manufacturer, model and general common description of
43
each piece of equipment. Abbreviations or means of describing
44
equipment other than provided above will not be accepted.
45
46 3. Eligibility for Award of Contract
47 a. The City shall be the sole judge as to a contractor's prequalification.
48 b. The City may reject, suspend, or modify any prequalification for failure by the
49 contractor to demonstrate acceptable financial ability or performance.
50 c. The City will issue a letter as to the status of the prequalification approval.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised August 13, 2021 Meacham International Airport
0045 11 - 3
BIDDERS PREQUALIFICATIONS
Page 3 of 3
1 d. If a contractor has a valid prequalification letter, the contractor will be eligible to
2 perform the prequalified work types until the expiration date stated in the letter.
3
8 END OF SECTION
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised August 13, 2021
0045 12
PREQUALIFICATION STATEMENT
Page 1 of 1
SECTION 00 45 12
PREQUALIFICATION STATEMENT
Each Bidder for a City procurement 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.
Major Work Type Contractor/Subcontractor Company Name Prequalification
Expiration Date
N/A
The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are
currently prequalified for the work types listed.
BIDDER:
Fort Worth Civil Constructors, LLC By: A s 'n Alumbau h
4860 Mark IV Parkway
(Signature)
Fort Worth, TX 76106
Title: President
Date:
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 09/30/2021 00 41 00 Bid Proposal Workbook
004526
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's
compensation insurance coverage for all of its employees employed on City Project No. 103104. Contractor
further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City
its subcontractor's certificates of compliance with worker's compensation coverage.
CONTRACTOR:
Fort Worth Civil Constructors, LLC
Company
4860 Mark IV Parkway
Address
Fort Worth, TX 76106
City/State/Zip
THE STATE OF TEXAS §
COUNTY OF TARRANT §
By:
Austin Alumbaugh
1 t (Please PrinCl '
Signature:
Title: President U
(Please Print)
BEFORE ME, the undersigned authority, on this day personally appeared
Austin Alumbaugh , known to me to be the person whose name is subscribed to the
foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of
President for the purposes and consideration therein expressed and in the
capacity therein stated.
GIYX�-N UNDER MY HAND AND SEAL OF OFFICE this
%11yMl,
e,, MANDI OLDHAM
Ln� Notary Public, State of Texa
'Q Comm. Expires OB-26-2026
Notary ID 12431710-4
END OF SECTION
day of
lic in and for the State of Texas
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised April 2, 2021
00 52 43 - 1
Agreement
Page 1 of 6
SECTION 00 52 43
AGREEMENT
THIS AGREEMENT, authorized on January 30, 2023, is made by and between the City of Fort
Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
("City"), and Fort Worth Civil Constructors, LLC ,
authorized to do business in Texas, acting by and through its duly authorized representative,
("Contractor"). City and Contractor may jointly be referred to as Parties.
City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as follows:
Article 1. WORK
Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identified herein.
Article 2. PROJECT
The project for which the Work under the Contract Documents may be the whole or only a part is
generally described as follows:
Gate 34 Replacement Project at
Meacham International Airport
Article 3. CONTRACT PRICE
City agrees to pay Contractor for performance of the Work in accordance with the Contract
Documents an amount, in current funds, of Sixty Three Thousand Four Hundred Forty Three Dollars
($ 63,443.00 ). Contract price may be adjusted by change orders duly authorized by
the Parties.
Article 4. CONTRACT TIME
4.1 Final Acceptance.
The Work shall be complete for Final Acceptance within 14 calendar days after the date when
the Contract Time commences to run, as provided in Paragraph 2.02 of the General
Conditions, plus any extension thereof allowed in accordance with Article 12 of the General
Conditions.
4.2 Liquidated Damages
Contractor recognizes that time is of the essence for completion of Milestones, if any, and
to achieve Final Acceptance of the Work and City and the public will suffer from loss of
use if the Work is not completed within the time(s) specified in Paragraph 4.1 above. The
Contractor also recognizes the delays, expense and difficulties involved in proving in a
legal proceeding, the actual loss suffered by the City if the Work is not completed on time.
Accordingly, instead of requiring any such proof, Contractor agrees that as liquidated
damages for delay (but not as a penalty), Contractor shall pay City seven hundred and fifty
Dollars ($750) for each day that expires after the time specified in Paragraph 4.1 for Final
Acceptance until the City issues the Final Letter of Acceptance.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised 8/22/2022 am International Airport
00 52 43 - 2
Agreement
Page 2 of 6
Article 5. CONTRACT DOCUMENTS
5.1 CONTENTS:
A.The Contract Documents which comprise the entire agreement between City and
Contractor concerning the Work consist of the following:
1. This Agreement.
2. Attachments to this Agreement:
a. Bid Form
1) Proposal Form
2) Vendor Compliance to State Law Non -Resident Bidder
b. Current Prevailing Wage Rate Table
c. Insurance ACORD Form(s)
d. Payment Bond
e. Performance Bond
f. Maintenance Bond
g. Power of Attorney for the Bonds
h. Worker's Compensation Affidavit
3. General Conditions.
4. Supplementary Conditions.
5. Specifications specifically made a part of the Contract Documents by attachment or,
if not attached, as incorporated by reference and described in the Table of Contents
of the Project's Contract Documents.
6. Drawings.
7. Addenda.
8. Documentation submitted by Contractor prior to Notice of Award.
9. The following which may be delivered or issued after the Effective Date of the
Agreement and, if issued, become an incorporated part of the Contract Documents:
a. Notice to Proceed.
b. Field Orders.
c. Change Orders.
d. Letter of Final Acceptance.
Article 6. INDEMNIFICATION
6.1 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised 8/22/2022 Meacham International Airport
005243-3
Agreement
Page 3 of 6
6.2 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.
Article 7. MISCELLANEOUS
7.1 Terms.
Terms used in this Agreement which are defined in Article 1 of the General Conditions will
have the meanings indicated in the General Conditions.
7.2 Assignment of Contract.
This Agreement, including all of the Contract Documents may not be assigned by the
Contractor without the advanced express written consent of the City.
7.3 Successors and Assigns.
City and Contractor each binds itself, its partners, successors, assigns and legal
representatives to the other party hereto, in respect to all covenants, agreements and
obligations contained in the Contract Documents.
7.4 Severability/Non-Waiver of Claims.
Any provision or part of the Contract Documents held to be unconstitutional, void or
unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
remaining provisions shall continue to be valid and binding upon City and Contractor.
The failure of City or Contractor to insist upon the performance of any term or provision of
this Agreement or to exercise any right granted herein shall not constitute a waiver of City's
or Contractor's respective right to insist upon appropriate performance or to assert any such
right on any future occasion.
7.5 Governing Law and Venue.
This Agreement, including all of the Contract Documents is performable in the State of
Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
Northern District of Texas, Fort Worth Division.
7.6 Authority to Sign.
Contractor shall attach evidence of authority to sign Agreement if signed by someone other
than the duly authorized signatory of the Contractor.
7.7 Non -appropriation of Funds.
In the event no funds or insufficient funds are appropriated by City in any fiscal period for
any payments due hereunder, City will notify Vendor of such occurrence and this Agreement
shall terminate on the last day of the fiscal period for which appropriations were received
without penalty or expense to City of any kind whatsoever, except as to the portions of the
payments herein agreed upon for which funds have been appropriated.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised 8/22/2022 Meacham International Airport
00 52 43 - 4
Agreement
Page 4 of 6
7.8 Prohibition On Contracts With Companies Boycotting Israel.
Contractor, unless a sole proprietor, acknowledges that in accordance with Chapter 2271 of
the Texas Government Code, if Contractor has 10 or more full time -employees and the
contract value is $100,000 or more, the City is prohibited from entering into a contract with
a company for goods or services unless the contract contains a written verification from the
company that it: (1) does not boycott Israel; and (2) will not boycott Israel during the term of
the contract. The terms "boycott Israel" and "company" shall have the meanings ascribed to
those terms in Section 808.001 of the Texas Government Code. By signing this contract,
Contractor certifies that Contractor's signature provides written verification to the
City that if Chapter 2271, Texas Government Code applies, Contractor: (1) does not
boycott Israel; and (2) will not boycott Israel during the term of the contract.
7.9 Prohibition on Boycotting Energy Companies.
Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government
Code -(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), the City is prohibited from
entering into a contract for goods or services that has a value of $100,000 or more, which
will be paid wholly or partly from public funds of the City, with a company (with 10 or more
full-time employees) unless the contract contains a written verification from the company
that it: (1) does not boycott energy companies; and (2) will not boycott energy companies
during the term of the contract. The terms "boycott energy company" and "company" have
the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code (as
added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). To the extent that Chapter 2274 of the
Government Code is applicable to this Agreement, by signing this Agreement,
Contractor certifies that Contractor's signature provides written verification to the
City that Contractor: (1) does not boycott energy companies; and (2) will not boycott
energy companies during the term of this Agreement.
7.10 Prohibition on Discrimination Against Firearm and Ammunition Industries.
Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas
Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is
prohibited from entering into a contract for goods or services that has a value of $100,000 or
more which will be paid wholly or partly from public funds of the City, with a company (with
10 or more full-time employees) unless the contract contains a written verification from the
company that it: (1) does not have a practice, policy, guidance, or directive that discriminates
against a firearm entity or firearm trade association; and (2) will not discriminate during the
term of the contract against a firearm entity or firearm trade association. The terms
"discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed
to those terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th
Leg., R.S., S.B. 19, § 1). To the extent that Chapter 2274 of the Government Code is
applicable to this Agreement, by signing this Agreement, Contractor certifies that
Contractor's signature provides written verification to the City that Contractor: (1)
does not have a practice, policy, guidance, or directive that discriminates against a
firearm entity or firearm trade association; and (2) will not discriminate against a
firearm entity or firearm trade association during the term of this Agreement.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised 8/22/2022
005243-5
Agreement
Page 5 of 6
7.11 Immigration Nationality Act.
Contractor shall verify the identity and employment eligibility of its employees who perform
work under this Agreement, including completing the Employment Eligibility Verification
Form (I-9). Upon request by City, Contractor shall provide City with copies of all I-9 forms
and supporting eligibility documentation for each employee who performs work under this
Agreement. Contractor shall adhere to all Federal and State laws as well as establish
appropriate procedures and controls so that no services will be performed by any Contractor
employee who is not legally eligible to perform such services. CONTRACTOR SHALL
INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY PENALTIES,
LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY
CONTRACTOR, CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS,
AGENTS, OR LICENSEES. City, upon written notice to Contractor, shall have the right
to immediately terminate this Agreement for violations of this provision by Contractor.
7.12 No Third -Party Beneficiaries.
This Agreement gives no rights or benefits to anyone other than the City and the Contractor
and there are no third -parry beneficiaries.
7.13 No Cause of Action Against Engineer.
Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their
sureties, shall maintain no direct action against the Engineer, its officers, employees, and
subcontractors, for any claim arising out of, in connection with, or resulting from the engineering
services performed. Only the City will be the beneficiary of any undertaking by the Engineer.
The presence or duties of the Engineer's personnel at a construction site, whether as on -site
representatives or otherwise, do not make the Engineer or its personnel in any way
responsible for those duties that belong to the City and/or the City's construction contractors
or other entities, and do not relieve the construction contractors or any other entity of their
obligations, duties, and responsibilities, including, but not limited to, all construction
methods, means, techniques, sequences, and procedures necessary for coordinating and
completing all portions of the construction work in accordance with the Contract Documents
and any health or safety precautions required by such construction work. The Engineer and
its personnel have no authority to exercise any control over any construction contractor or
other entity or their employees in connection with their work or any health or safety
precautions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised 8/22/2022
005243-6
Agreement
Page 6 of 6
IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective
as of the date subscribed by the City's designated Assistant City Manager ("Effective Date").
Contractor:
Austin Alumbaugh v
(Printed Name)
President
Title
4860 Mark IV Parkway
Address
Fort Worth, TX 76106
City/State/Zip
Date
City of Fort Worth
By:
Dana Burahc%f
Dana Bur¢hdoff eb 24, 202315:28 CST)
Dana Burghdoff
Assistant City Manager
Feb 24, 2023
Date
.o0,pppi Ilp3
0 1
OA
Attest: o'=o
n�p564d
Jannette Goodall, City Secretary
(Seal)
M&C: N/A
Date: N/A
Form 1295 No.: N/A
Contract Compliance Manager:
By signing, I acknowledge that I am the person
responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
-11A,��W,
Tyler Dale (Feb 24, 2023 07:35 CST)
Tyler Dale
Airport Project Coordinator
Approved as to Form and Legality:
John B. Strong
Senior Assistant City Attorney
APPROVAL RECOMMENDED:
-4—
Roger Venables Director,
Aviation Department
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised 8/22/2022 Meacham International Airport
Prohibition on Boycotting Energy Companies
Contractor acknowledges that in accordance with Chapter 2274 of the Texas Government Code
(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2), the City is prohibited from entering into a contract
for goods or services that has a value of $100,000 or more, which will be paid wholly or partly from public
funds of the City, with a company (with 10 or more full-time employees) unless the contract contains a
written verification from the company that it: (1) does not boycott energy companies; and (2) will not
boycott energy companies during the term of the contract. The terms "boycott energy company" and
"company" have the meaning ascribed to those terms by Chapter 2274 of the Texas Government Code
(as added by Acts 2021, 87th Leg., R.S., S.B. 13, § 2). To the extent that Chapter 2274 of the Government
Code is applicable to this Agreement, by signing this Agreement, Contractor certifies that Contractor's
signature provides written verification to the City that Contractor: (1) does not boycott energy companies;
and (2) will not boycott energy companies during the term of this Agreement.
Prohibition on Discrimination Against Firearm and Ammunition Industries
Contractor acknowledges that except as otherwise provided by Chapter 2274 of the Texas
Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, § 1), the City is prohibited from entering
into a contract for goods or services that has a value of $100,000 or more which will be paid wholly or
partly from public funds of the City, with a company (with 10 or more full-time employees) unless the
contract contains a written verification from the company that it: (1) does not have a practice, policy,
guidance, or directive that discriminates against a firearm entity or firearm trade association; and (2) will
not discriminate during the term of the contract against a firearm entity or firearm trade association. The
terms "discriminate," "firearm entity" and "firearm trade association" have the meaning ascribed to those
terms by Chapter 2274 of the Texas Government Code (as added by Acts 2021, 87th Leg., R.S., S.B. 19, §
1). To the extent that Chapter 2274 of the Government Code is applicable to this Agreement, by signing
this Agreement, Contractor certifies that Contractor's signature provides written verification to the City
that Contractor: (1) does not have a practice, policy, guidance, or directive that discriminates against a
firearm entity or firearm trade association; and (2) will not discriminate against a firearm entity or firearm
trade association during the term of this Agreement.
BY:
CONSULTANT
Constructors, LLC
Austin `Alumbaugh
Presiden r'
Date: �VM-3
SECTION 00 61 13
PERFORMANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Fort Worth Civil Constructors, LLC known as "Principal"
herein and Argonaut Insurance Company , a corporate surety(sureties, if more than
one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more),
are held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws
of Texas, known as "City" herein, in the penal sum of, Sixty Three Thousand Four Hundred Forty Three
Dollars ($ 63,443.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant
County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has entered into a certain written contract with the City awarded the
30th day of January , 2023, which Contract is hereby referred to and made a part hereof
for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories
defined by law, in the prosecution of the Work, including any Change Orders, as provided for in
said Contract designated as Gate 34 Replacement Project at Meacham International Airport.
NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall
faithfully perform it obligations under the Contract and shall in all respects duly and faithfully perform the
Work, including Change Orders, under the Contract, according to the plans, specifications, and contract
documents therein referred to, and as well during any period of extension of the Contract that may be granted
on the part of the City, then this obligation shall be and become null and void, otherwise to remain in full
force and effect.
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County,
Texas or the United States District Court for the Northern District of Texas, Fort Worth Division.
This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas
Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the
provisions of said statue.
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised April 2, 2021
IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this
instrument by duly authorized agents and officers on this the day of , 20
ATTEST:
(Principal) Secretary
Witness as to Principal
Witness as to Surety
PRINCIPAL:
BY:
Signature
Name and Title
Address:
SURETY:
BY:
Signature
Name and Title
Address:
Telephone Number:
*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 FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised April 2, 2021
Gate 34 Replacement Project at
Meacham International Airport
SECTION 00 61 14
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we, Fort Worth Civil Constructors, LLC known as "Principal" herein,
and Argonaut Insurance Company a corporate surety (sureties),
duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are
held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of
the State of Texas, known as "City" herein, in the penal sum
of Sixty Three Thousand Four Hundred Forty Three Dollars ($ 63,443.00 ), lawful
money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum
well and truly be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly
and severally, firmly by these presents:
WHEREAS, Principal has entered into a certain written Contract with City, awarded the 30th day
of January , 2023, which Contract is hereby referred to and made a part hereof for all
purposes as if fully set forth herein, to furnish all materials, equipment, labor and other accessories as defined
by law, in the prosecution of the Work as provided for in said Contract and designated as Gate 34
Replacement Project at Meacham International Airport.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if Principal shall
pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas
Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall
be and become null and void; otherwise to remain in full force and effect.
This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas
Government Code, as amended, and all liabilities on this bond shall be determined in accordance with the
provisions of said statute.
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised April 2, 2021
IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this
instrument by duly authorized agents and officers on this the day of ,
20
ATTEST:
(Principal) Secretary
Witness as to Principal
ATTEST:
(Surety) Secretary
Witness as to Surety
PRINCIPAL:
BY:
Signature
Name and Title
Address:
SURETY:
BY:
Signature
Name and Title
Address:
Telephone Number:
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 OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised April 2, 2021
SECTION 00 61 19
MAINTENANCE BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
That we Fort Worth Civil Constructors, LLC , known as "Principal" herein
and Argonaut Insurance Company , a corporate surety (sureties, if more than one)
duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are
held and firmly bound unto the City of Fort Worth, a municipal corporation created pursuant to the laws of
the State of Texas, known as "City" herein, in the sum of Sixty Three Thousand Four Hundred Forty Three
Dollars ($ 63,443.00 ), lawful money of the United States, to be paid in Fort Worth, Tarrant
County, Texas, for payment of which sum well and truly be made unto the City and its successors, we bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has entered into a certain written contract with the City awarded the 30th
day of January , 2023, which Contract is hereby referred to and a made part hereof
for all purposes as if fatty set faith heich , tof[unish all materials, equipment labor and other accessories as
defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized
Change Order (collectively herein, the "Work") as provided for in said contract and designated as
Gate 34 Replacement Project at Meacham International Airport; and
WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance
with the plans, specifications and Contract Documents that the Work is and will remain free from defects in
materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the
Work by the City ("Maintenance Period"); and
WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving
notice from the City of the need therefor at any time within the Maintenance Period.
NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any
defective Work, for which timely notice was provided by City, to a completion satisfactory to the City, then
this obligation shall become null and void; otherwise to remain in full force and effect.
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised April 2, 2021
PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed
defective Work, it is agreed that the City may cause any and all such defective Work to be repaired and/or
reconstructed with all associated costs thereof being borne by the Principal and the Surety under this
Maintenance bond; and
PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant
County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and
PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries
may be had hereon for successive breaches.
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised April 2, 2021
IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly
authorized agents and officers on this the
day of 20
PRINCIPAL:
BY:
Signature
ATTEST:
(Principal) Secretary
Name and Title
Address:
Witness as to Principal
SURETY:
BY:
Signature
ATTEST:
Name and Title
Address:
(Surety) Secretary
Witness as to Surety
Telephone Number:
*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 FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised April 2, 2021
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006125-1
CERTIFICATE OF INSURANCE
Page 1 of 1
SECTION 00 6125
CERTIFICATE OF INSURANCE
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
Argonaut Insurance Company
Deliveries Only: 225 W. Washington, 24th Floor
Chicago, IL 60606
United States Postal Service: P.O. Box 469011, San Antonio, TX 78246
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the Argonaut Insurance Company, a Corporation duly organized and existing under the laws of the State
of Illinois and having its principal office in the County of Cook, Illinois does hereby nominate, constitute and appoint:
Andrea Rose Crawford, Troy Russell Key. Debra Lee Moon, John William Newby, Sandra Lee Roney, Joshua D. Tritt- Suzanne Elizabeth Niedzwiedz
Their true and lawful agent(s) and attorney(s)-in-fact, each in their separate capacity if more than one is named above, to make, execute, seal and deliver for
and on its behalf as surety, and as its act and deed any and all bonds, contracts, agreements of indemnity and other undertakings in suretyship provided,
however, that the penal sum of any one such instrument executed hereunder shall not exceed the sum of:
$97,550.000.00
This Power of Attorney is granted and is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of
Argonaut Insurance Company:
"RESOLVED, That the President, Senior Vice President, Vice President, Assistant Vice President, Secretary, 'treasurer and each of them hereby is
authorized to execute powers of attorney, and such authority can be executed by use of facsimile signature, which may be attested or acknowledged by any
officer or attorney, of the Company, qualifying the attorney or attorneys named in the given power of attorney, to execute in behalf of, and acknowledge as
the act and deed of the Argonaut Insurance Company, all bond undertakings and contracts of suretyship, and to affix the corporate seal thereto."
IN WITNESS WHEREOF, Argonaut Insurance Company has caused its official seal to be hereunto affixed and these presents to be signed by its duly
authorized officer on the 19th day of November, 2021. Argonaut Insurance Company
•';agURgiyc •,
°,SEAL.n€ by:
d '41NO�'' Y, Gary
STATE OF TEXAS ry E. Grose President
COUNTY OF HARRIS SS:
On this 19th day of November, 2021 A.D., before me, a Notary Public of the State of Texas, in and for the County of Harris, duly commissioned and
qualified, came THE ABOVE OFFICER OF THE COMPANY, to me personally known to be the individual and officer described in, and who executed the
preceding instrument, and he acknowledged the execution of same, and being by me duly sworn, deposed and said that he is the officer of the said Company
aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and his signature as
officer were duly affixed and subscribed to the said instrument by the authority and direction of the said corporation, and that Resolution adopted by the
Board of Directors of said Company, referred to in the preceding instrument is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my Official Seal at the County of Harris, the day and year first above written.
KATHLE EN
NOTA�"ME�EKS
•n(�jQ )y STATE(Notary Public)
I, the undersigned Officer of the Argonaut Insurance Company, Illinois Corporation, do hereby certify that the original POWER OF ATTORNEY ofwhich
the foregoing is a full, true and correct copy is still in full force and effect and has not been revoked.
IN WITNESS WHEREOF, I have hereunto set my hand, and affixed the Seal of said Company, on the day of
s:
L °€SEAL:,
' d'•, 1948 : 2�
Austin W. King Secretary
IF YOU HAVE QUESTIONS ON AUTHENTICITY OF THIS DOCUMENT CALL (833) 820 - 9137.
2023
IMPORTANT NOTICE
To obtain information or make a complaint:
You may call Argonaut Insurance Company and its affiliates by
telephone for information or to make a complaint:
ARGONAUT INSURANCE COMPANY
Please send all notices of claim on this bond to:
Argo Surety Claims
(413) 773-6359
Deliveries Only: 225 W. Washington, 241h Floor, Chicago, IL 60606
United States Postal Service: P.O. Box 469011, San Antonio, TX 78246
You may contact the Texas Department of Insurance to obtain
information on companies, coverages, rights or complaints at:
(512) 490-1007
You may write the Texas Department of Insurance:
P. O. Box 149104
Austin, TX 78714-9104
Fax: (512) 475-1771
Web: http://www.tdi.state.tx.us
E-mail: Cons umerProtection(oD-tdi.state.tx.us
PREMIUM OR CLAIM DISPUTES:
Should you have a dispute concerning your premium or about a claim
you should contact your agent or Argo Surety first. If the dispute is
not resolved, you may contact the Texas Department of Insurance.
ATTACH THIS NOTICE TO YOUR BOND:
This notice is for information only and does not become a part or
condition of the attached document and is given to comply with Texas
legal and regulatory requirements.
END OF SECTION
STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 8/23/2021
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1 — Definitions and Terminology.........................................................................................................................1
1.01 Defined Terms............................................................................................................................1
1.02 Terminology....................................................................................................................................................6
Article2 —
Preliminary Matters......................................................................................................................7
2.01
Copies of Documents........................................................................................................................7
2.02
Commencement of Contract Time; Noticeto Proceed.............................................................7
2.03
Starting the Work..............................................................................................................................8
2.04
Before Starting Construction................................................................................................................8
2.05
Preconstruction Conference.......................................................................................................8
2.06
Public Meeting....................................................................................................................................8
2.07
Initial Acceptance of Schedules........................................................................................................8
Article 3 — Contract Documents: Intent, Amending, Reuse............
3.01 Intent............................................................................... .
3.02 Reference Standards.......................................................
3.03 Reporting and Resolving Discrepancies ......................
3.04 Amending and Supplementing Contract Documents ...
3.05 Reuse of Documents.......................................................
3.06 Electronic Data............................................................
..........................................8
............................................8
............................................9
..........................................9
..........................................10
..........................................10
........................................11
Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points..................................................................................................................11
4.01 Availability of Lands......................................................................................................................11
4.02 Subsurface and Physical Conditions..........................................................................................................12
4.03 Differing Subsurface or Physical Conditions..........................................................................................12
4.04 Underground Facilities............................................................................................................................13
4.05 Reference Points.................................................................................................................................14
4.06 Hazardous Environmental Condition at Site........................................................................................14
Article 5 — Bonds and Insurance...................................................................................................................16
5.01 Licensed Sureties and Insurers.................................................................................................16
5.02 Performance, Payment, and Maintenance Bonds............................................................................16
5.03 Certificates of Insurance..........................................................................................................16
5.04 Contractor's Insurance.............................................................................................................18
5.05 Acceptance of Bonds and Insurance; Optionto Replace..........................................................19
Article 6 — Contractor's Responsibilities.....................................................................................................................19
6.01 Supervision and Superintendence....................................................................................................19
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 8/23/2021
6.02
Labor; Working Hours...................................................................................................................20
6.03
Services, Materials, and Equipment......................................................................................................20
6.04
Project Schedule..................................................................................................................................21
6.05
Substitutes and "Or-Equals"............................................................................................................21
6.06
Concerning Subcontractors, Suppliers, and Others
...................................................................24
6.07
Wage Rates..............................................................................................................................25
6.08
Patent Fees and Royalties.....................................................................................................................26
6.09
Permits and Utilities......................................................................................................................................27
6.10
Laws and Regulations............................................................................................................................27
6.11
Taxes........................................................................................................................................28
6.12
Use of Site andOther Areas.................................................................................................28
6.13
Record Documents.........................................................................................................................29
6.14
Safety and Protection.....................................................................................................................29
6.15
Safety Representative.....................................................................................................................30
6.16
Hazard Communication Programs............................................................................................30
6.17
Emergencies and/or Rectification......................................................................................................30
6.18
Submittals......................................................................................................................................................31
6.19
Continuing the Work......................................................................................................................32
620
Contractor's General Warrantyand Guarantee........................................................................32
621
Indemnification.....................................................................................................................................33
6.22
Delegation of Professional Design Services.................................................................................34
6.23
Right to Audit...........................................................................................................................................34
624
Nondiscrimination..................................................................................................................................35
Article 7 - Other Work at the Site...............................................................................................................................35
7.01 Related Work at Site................................................................................................................................35
7.02 Coordination..............................................................................................................................................36
Article8 -
City's Responsibilities...................................................................................................................................36
8.01
Communications to Contractor......................................................................................................36
8.02
Furnish Data.............................................................................................................................36
8.03
Pay When Due..............................................................................................................................36
8.04
Lands and Easements; Reports and Tests.................................................................................36
8.05
Change Orders..........................................................................................................................36
8.06
Inspections, Tests, and Approvals.....................................................................................................36
8.07
Limitations on City's Responsibilities...................................................................................................37
8.08
Undisclosed Hazardous Environmental Condition.................................................................................37
8.09
Compliance with Safety Program.............................................................................................37
Article 9 - City's Observation Status During Construction..................................................................................37
9.01 City's Project Manager............................................................................................................37
9.02 Visits to Site..............................................................................................................................................37
9.03 Authorized Variations in Work.....................................................................................................38
9.04 Rejecting Defective Work.............................................................................................................38
9.05 Determinations for Work Performed........................................................................................38
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.......................38
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 8/23/2021
Article 10 - Changes in the Work; Claims; Extra Work...................................................................................38
10.01 Authorized Changes in the Work..................................................................................................38
10.02 Unauthorized Changes in the Work...............................................................................................39
10.03 Execution of Change Orders....................................................................................................39
10.04 Extra Work......................................................................................................................................39
10.05 Notification to Surety...............................................................................................................39
10.06 Contract Claims Process..........................................................................................................40
Article 11-
Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement
......................41
11.01
Cost of the Work.............................................................................................................................41
11.02
Allowances........................................................................................................................................43
11.03
Unit Price Work.............................................................................................................................44
11.04
Plans Quantity Measurement...................................................................................................45
Article 12 -
Change of Contract Price; Change of Contract Time............................................................................46
12.01
Change of Contract Price.........................................................................................................46
12.02
Change of Contract Time............................................................................................................................47
12.03
Delays..............................................................................................................................................47
Article 13 -
Tests and Inspections; Correction, Removal or Acceptance of Defective Work
........................48
13.01
Notice of Defects.....................................................................................................................48
13.02
Access to Work..............................................................................................................................48
13.03
Tests and Inspections........................................................................................................................48
13.04
Uncovering Work...........................................................................................................................49
13.05
City May Stop the Work................................................................................................................49
13.06
Correction or Removal of Defective Work..................................................................................50
13.07
Correction Period.....................................................................................................................50
13.08
Acceptance of Defective Work.....................................................................................................51
13.09
City May Correct Defective Work................................................................................................51
Article 14 -
Payments to Contractor and Completion................................................................................................52
14.01
Schedule of Values.........................................................................................................................52
14.02
Progress Payments...................................................................................................................52
14.03
Contractor's Warranty of Title...................................................................................................................54
14.04
Partial Utilization...........................................................................................................................................55
14.05
Final Inspection.................................................................................................................................55
14.06
Final Acceptance......................................................................................................................55
14.07
Final Payment..........................................................................................................................56
14.08
Final Completion Delayed and Partial Retainage Release........................................................56
14.09
Waiver of Claims........................................................................................................................................57
Article 15 - Suspension of Work and Termination.................................................................................................57
15.01 City May Suspend Work................................................................................................................57
15.02 City May Terminate for Cause.................................................................................................58
15.03 City May Terminate For Convenience..............................................................................................60
Article16 - Dispute Resolution.................................................................................................................................61
16.01 Methods and Procedures..........................................................................................................61
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 8/23/2021
Article17 — Miscellaneous.........................................................................................................................................62
17.01 Giving Notice....................................................................................................................................62
17.02 Computation of Times..........................................................................................................................62
17.03 Cumulative Remedies.....................................................................................................................62
17.04 Survival of Obligations...............................................................................................................................63
17.05 Headings............................................................................................................................................63
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
Revision: 8/23/2021
007200-1
GENERAL CONDITIONS
Pagel of 63
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 initia 1
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements or the proposed Contract Documents.
2 Agreement —The written instrument which is evidence of the agreement between City and
Contractor covering the Work.
3. Application for Payment —The form acceptable to City which is to be used by Contractor
during the course of the Work in requesting progress or final payments and which is to be
accompanied by such supporting documentation as is required by the Contract Documents.
4. 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.
5. Award — Authorization by the City Council for the City to enter into an Agreement.
6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the
prices for the Work to be performed.
7. Bidder —The individual or entity who submits a Bid directly to City.
8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requirements —The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. 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.
11. Calendar Day — A day consisting of 24 hours measured from midnight to the nextmidnight.
CIT Y OF FORT WORTH
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007200-1
GENERAL CONDITIONS
Page 2 of 63
12 Change Order —A document, which is prepared and approved by the City, which is signed
by Contractor 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.
13. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and
chartered under the Texas State Statutes, acting by its governing body through its City
Manager, his designee, or agents authorized under his behalf, each of which is required by
Charter to perform specific duties with responsibility for final enforcement of the contracts
involving the City of Fort Worth is by Charter vested in the City Manager and is the entity
with whom Contractor has entered into the Agreement and for whom the Work is to be
performed.
14. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
15. City Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
16. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
17. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of
Contract Price or Contract Time, or both, or other relief with respect to the terms of the
Contract. A demand for money or services by a third party is not a Contract Claim.
18. Contract —The entire and integrated written document between the City and Contractor
concerning the Work. The Contract contains the Agreement and all Contract Documents and
supersedes prior negotiations, representations, or agreements, whether written or oral.
19. Contract Documents —Those items so designated in the Agreement. All items listed in the
Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and
the reports and drawings of subsurface and physical conditions are not Contract Documents.
20. Contract Price —The moneys payable by City to Contractor for completion of the Work in
accordance with the Contract Documents as stated in the Agreement (subject to the provisions
of Paragraph 11.03 in the case of Unit Price Work).
21. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve
Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance.
22. Contractor —The individual or entity with whom City has entered into the Agreement.
23. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition.
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
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GENERAL CONDITIONS
Page 3 of 63
24. Damage Claims — A demand for money or services arising from the Project or Site from a
third party, City or Contractor exclusive of a Contract Claim.
25. Day or day — A day, unless otherwise defined, shall mean a Calendar Day.
26. Director of Aviation — The officially appointed Director of the Aviation Department of the
City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
27. Director of Parks and Community Services — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointe d
representative, assistant, or agents.
28. Director of Planning and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointe d
representative, assistant, or agents.
29. Director of Transportation Public Work s — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, oragents.
30. Director of Water Department — The officially appointed Director of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
31. 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.
32. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes
effective, but if no such date is indicated, it means the date on which the Agreement is signed
and delivered by the last of the two parties to sign and deliver.
33. Engineer —The licensed professional engineer or engineering firm registered in the State of
Texas performing professional services for the City.
34. Extra Work — Additional work made necessary by changes or alterations of the Contract
Documents or of quantities or for other reasons for which no prices are provided in the Contract
Documents. Extra work shall be part of the Work.
35. Field Order — A written order issued by City which requires changes in the Work but whic h
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
Field Orders are paid from Field Order Allowances incorporated into the Contract by funded
work type at the time of award.
36. Final Acceptance — The written notice given by the City to the Contractor that the Work
specified in the Contract Documents has been completed to the satisfaction of the City.
CIT Y OF FORT WORTH
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GENERAL CONDITIONS
Page 4 of 63
37. 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.
38. General Requirements —Sections of Division 1 of the ContractDocuments.
39. Hazardous Environmental Condition —The presence at the Site of Asbestos, PCBs,
Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or
circumstances that may present a substantial danger to persons or property exposed thereto.
40. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or
possesses one or more hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
41. 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.
42 Liens —Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
43. Major Item — An Item of work included in the Contract Documents that has a total cost equal
to or greater than 5% of the original Contract Price or $25,000 whichever is less.
44. Milestone —A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
45. Notice of Award —The written notice by City to the Successful Bidder stating that upon
timely compliance by the Successful Bidder with the conditions precedent listed therein, City
will sign and deliver the Agreement.
46. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the
Contract Time will commence to run and on which Contractor shall start to perform the Work
specified in Contract Documents.
47. PCBs Polychlorinated biphenyls.
48. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard
conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square
inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and
oil mixed with other non -Hazardous Waste and crude oils.
49. Plans — See definition ofDrawings.
CIT Y OF FORT WORTH
STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS
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GENERAL CONDITIONS
Page 5 of 63
50. 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.
51. Project —The Work tobe performed under the Contract Documents.
52 Project Manager —The authorized representative of the City who will be assigned to the
Site.
53. Public Meeting — An announced meeting conducted by the City to facilitate public
participation and to assist the public in gaining an informed view of the Project.
54. Radioactive Material —Source, special nuclear, or byproduct material as defined by the
Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time.
55. Regular Work ing Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monda y
thru Friday (excluding legal holidays).
56. 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.
57. 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.
58. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions
of the Contract Price to various portions of the Work and used as the basis for reviewing
Contractor's Applications for Payment.
59. Site —Lands or areas indicated in the Contract Documents as being furnished by City 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 which are designated for the use of Contractor.
60. 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.
61. Subcontractor —An individual or entity having a direct contract with Contractor or with any
other Subcontractor for the performance of a part of the Work at the Site.
CIT Y OF FORT WORTH
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62 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.
63. Substantial Completion — The stage in the progress of the Project when the Work is
sufficiently complete in accordance with the Contract Documents for FinalInspection.
64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City
makes an Award.
65. Superintendent — The representative of the Contractor who is available at all times and able
to receive instructions from the City and to act for the Contractor.
66. Supplementary Conditions —That part of the Contract Documents which amends or
supplements these General Conditions.
67. 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.
68. 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.
69 Unit Price Work —See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Work ing Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday,
Sunday or legal holiday, as approved in advance by the City.
71. 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 Change Order or Field Order, and furnishing, installing, and incorporating all
materials and equipment into such construction, all as required by the Contract Documents.
72. Work ing Day — A working day is defined as a day, not including Saturdays, Sundays, or lega 1
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 1.023 through E are not defined but, when used in
the Bidding Requirements or Contract Documents, have the indicated meaning.
B. Intent of Certain Terms or Adjectives:
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1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of like effect or import to authorize an exercise of judgment by City. In
addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or
adjectives of like effect or import are used to describe an action or determination of City as to
the Work. It is intended that such exercise of professional judgment, action, or determination
will be solely to evaluate, in general, the Work for compliance with the information in the
Contract Documents and with the design concept of the Project as a functioning whole as
shown or indicated in the Contract Documents (unless there is a specific statement indicating
otherwise).
C. 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.
D. 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
fi.Irnishing 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.
E. 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.
ARTICLE 2 — PRELIMINARY MATTERS
2.01 Copies of Documents
City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the
Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be
furnished upon request at the cost of reproduction.
2.02 Commencement of Contract Time; Notice to Proceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given no earlier than 14 days after the Effective Date of the Agreement, unless agreed
to by both parties in writing.
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2.03 Starting the Work
Contractor shall start to perform the Work on the date when the Contract Time commences to run.
No Work shall be done at the Site prior to the date on which the Contract Time commences to run.
2.04 Before Starting Construction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preconstruction Conference
Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as
specified in the Contract Documents.
2.06 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.
2.07 Initial Acceptance of Schedules
No progress payment shall be made to Contractor until acceptable schedules are submitted to City in
accordance with the Schedule Specification as provided in the Contract Documents.
ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE
3.01 Intent
A. The Contract Documents are complementary; what is required by one is as binding as if required by
all.
B. It is the intent of the Contract Documents to describe a functionally complete project (or part
thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation,
services, materials, or equipment that reasonably may be inferred from the Contract Documents
or from prevailing custom or trade usage as being required to produce the indicated result will be
provided whether or not specifically called for, at no additional cost to City.
C. Clarifications and interpretations of the Contract Documents shall be issued by City.
D. The Specifications may vary in form, format and style. Some Specification sections may be written
in varying degrees of streamlined or declarative style and some sections may be relative ly
narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in
conformity with," "as shown," or "as specified" are intentional in streamlined sections.
Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear
in various parts of a section or articles within a part depending on the format of the
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section. The Contractor shall not take advantage of any variation of form, format or style in
making Contract Claims.
E. The cross referencing of specification sections under the subparagraph heading "Related
Sections include but are not necessarily limited to:" and elsewhere within each Specification
section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on
the cross referencing provided and shall be responsible to coordinate the entire Work under the
Contract Documents and provide a complete Project whether or not the cross referencing is
provided in each section or whether or not the cross referencing is complete.
3.02 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 of any such standard, specification, manual, or code, or any instruction of a
Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any
of their subcontractors, consultants, agents, or employees, from those set forth in the Contract
Documents. No such 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.
3.03 Reporting and ResolvingDiscrepancies
A. Reporting Discrepancies:
1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each
part of the Work, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent figures therein against all applicable field measurements and
conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity,
or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a
written interpretation or clarification from City before proceeding with any Work affected
thereby.
2. Contractor's Review of Contract Documents During Performance of Work: If, during the
performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy
within the Contract Documents, or between the Contract Documents and (a) any applicable
Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of
any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not
proceed with the Work affected thereby (except in an emergency as required by Paragraph
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6.17.A) until an amendment or supplement to the Contract Documents has been issued by
one of the methods indicated in Paragraph 3.04.
3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or
discrepancy in the Contract Documents unless Contractor had actual knowledge thereof.
B. Resolving Discrepancies:
1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of
the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or
discrepancy between the provisions of the Contract Documents and the provisions of any
standard, specification, manual, or the instruction of any Supplier (whether or not specifically
incorporated by reference in the Contract Documents).
2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall
govern over Specifications, Supplementary Conditions shall govern over General Conditions
and Specifications, and quantities shown on the Plans shall govern over those shown in the
proposal.
3.04 Amending and Supplementing ContractDocuments
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 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;
2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or
3. City's written interpretation or clarification.
3.05 Reuse of Documents
A. Contractor and any Subcontractor or Supplier shall not:
1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or
other documents (or copies of any thereof) prepared by or bearing the seal of Engineer,
including electronic media editions; or
2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of
the Project or any other project without written consent of City and specific writtenverification
or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3.06 Electronic Data
A Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer
to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the
printed copies included in the Contract Documents (also known as hard copies) and other
Specifications referenced and located on the City's on-line electronic document management and
collaboration system site. Files in electronic media format of text, data, graphics, or other types
are furnished only for the convenience of the receiving parry. Any conclusion or information
obtained or derived from such electronic files will be at the user's sole risk. Ifthere is a discrepancy
between the electronic files and the hard copies, the hard copies govern.
B. When transferring documents in electronic media format, the transferring parry makes no
representations as to long term compatibility, usability, or readability of documents resulting from
the use of software application packages, operating systems, or computer hardware differing from
those used by the data's creator.
ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS;
HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4.01 Availability of Lands
A City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of
general application but specifically related to use of the Site with which Contractor must comply
in performing the Work. City will obtain in a timely manner and pay for easements for permanent
structures or permanent changes in existing facilities.
1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or
easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in
accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule
submitted by the Contractor in accordance with the Contract Documents must consider any
outstanding right-of-way, and/or easements.
2 The City has or anticipates removing and/or relocating utilities, and obstructions to the Site.
Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitte d
by the Contractor in accordance with the Contract Documents must consider any outstanding
utilities or obstructions to be removed, adjusted, and/or relocated by others.
R Upon reasonable written request, City shall furnish Contractor with a current statement of record
legal title and legal description of the lands upon which the Work is to be performed.
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C. Contractor shall provide for all additional lands and access thereto that may be required for
construction facilities or storage of materials and equipment.
4.02 Subsurface and Physical Conditions
A Reports and Drawings: The Supplementary Conditions identify:
1. those reports known to City of explorations and tests of subsurface conditions at or
contiguous to the Site; and
2 those drawings known to City of physical conditions relating to existing surface or
subsurface structures at the Site (except Underground Facilities).
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementa ry
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences, and procedures of
construction to be employed by Contractor, and safety precautions and programs incident
thereto; or
2 other data, interpretations, opinions, and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions, or information.
4.03 Differing Subsurface or Physical Conditions
A Notice: If Contractor believes that any subsurface or physical condition that is uncovered or
revealed either:
1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to
rely as provided in Paragraph 4.02 is materially inaccurate; or
2 is of such a nature as to require a change in the Contract Documents; or
3. differs materially from that shown or indicated in the Contract Documents; or
4. is of an unusual nature, and differs materially from conditions ordinarily encountered and
generally recognized as inherent in work of the character provided for in the Contract
Documents;
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then Contractor shall, promptly after becoming aware thereof and before further disturbing the
subsurface or physical conditions or performing any Work in connection therewith (except in an
emergency as required by Paragraph 6.17.A), notify City in writing about such condition.
B. Possible Price and TimeAdjustments
Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if:
1. Contractor knew of the existence of such conditions at the time Contractor made a fina 1
commitment to City with respect to Contract Price and Contract Time by the submission of a
Bid or becoming bound under a negotiated contract; or
2. the existence of such condition could reasonably have been discovered or revealed as a result
of the examination of the Contract Documents or the Site; or
3. Contractor failed to give the written notice as required by Paragraph 4.03.A.
4.04 Underground Facilities
A Shown or Indicated: The information and data shown or indicated in the Contract Documents
with respectto existing Underground Facilities at or contiguous to the Site is based on information
and data furnished to City or Engineer by the owners of such Underground Facilities,
including City, or by others. Unless it is otherwise expressly provided in the Supplementa ry
Conditions:
1. City and Engineer shall not be responsible for the accuracy or completeness of any such
information or data provided by others; and
2. the cost of all of the following will be included in the Contract Price, and Contractor shall
have full responsibility for:
a reviewing and checking all such information and data;
b. locating all Underground Facilities shown or indicated in the Contract Documents;
c. coordination and adjustment of the Work with the owners of such Underground
Facilities, including City, during construction; and
d. the safety and protection of all such Underground Facilities and repairing any damage
thereto resulting from the Work.
B. Not Shown orindicated:
1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or
contiguous to the Site which was not shown or indicated, or not shown or indicated with
reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming
aware thereof and before further disturbing conditions affected thereby or performing any
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Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),
identify the owner of such Underground Facility and give notice to that owner and to City.
City will review the discovered Underground Facility and determine the extent, if any, to
which a change may be required in the Contract Documents to reflect and document the
consequences of the existence or location of the Underground Facility. Contractor shall be
responsible for the safety and protection of such discovered Underground Facility.
2 If City concludes that a change in the Contract Documents is required, a Change Order may
be issued to reflect and document such consequences.
3. Verification of existing utilities, structures, and service lines shall include notification of all
utility companies a minimum of 48 hours in advance of construction including exploratory
excavation if necessary.
4.05 Reference Points
A City shall provide engineering surveys to establish reference points for construction, which inCity's
judgment are necessary to enable Contractor to proceed with the Work. City will provide
construction stakes or other customary method of marking to establish line and grades for roadway
and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and
preserve the established reference points and property monuments, and shall make no changes or
relocations. Contractor shall report to City whenever any reference point or property monument is
lost or destroyed or requires relocation because of necessary changes in grades or locations. The
City shall be responsible for the replacement or relocation of reference points or property
monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify
City in advance and with sufficient time to avoid delays.
B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or
willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost
for replacing such points plus 25% will be charged against the Contractor, and the full amount will
be deducted from payment due the Contractor.
4.06 Hazardous Environmental Condition at Site
A Reports and Drawings: The Supplementary Conditions identify those reports and drawings known
to City relating to Hazardous Environmental Conditions that have been identified at the Site.
B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the
accuracy of the "technical data" contained in such reports and drawings, but such reports and
drawings are not Contract Documents. Such "technical data" is identified in the Supplementa ry
Conditions. Contractor may not make any Contract Claim against City, or any of their officers,
directors, members, partners, employees, agents, consultants, or subcontractors with respect to:
1. the completeness of such reports and drawings for Contractor's purposes, including, but not
limited to, any aspects of the means, methods, techniques, sequences and procedures of
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, interpretations, opinions and information contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such
other data, interpretations, opinions or information.
C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or
revealed at the Site which was not shown or indicated in Drawings or Specifications or identifie d
in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for
a Hazardous Environmental Condition created with any materials brought to the Site by
Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible.
D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for
whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall
immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with
such condition and in any area affected thereby (except in an emergency as required by Paragraph
6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may
consider the necessity to retain a qualified expert to evaluate such condition or take corrective
action, if any.
E. Contractor shall not be required to resume Work in connection with such condition or in any
affected area until after City has obtained any required permits related thereto and delivered written
notice to Contractor: (i) specifying that such condition and any affected area is or has been
rendered suitable for the resumption of Work; or (ii) specifying any special conditions under whic h
such Work may be resumed.
E If after receipt of such written notice Contractor does not agree to resume such Work based on a
reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions,
then City may order the portion of the Work that is in the area affected by such condition to be
deleted from the Work. City may have such deleted portion of the Work performed by City's own
forces or others.
G. 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 a Hazardous
Environmental Condition created by Contractoror by anyoneforwhom Contractor is responsible.
Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity
from and against the consequences of that individual's or entity's own negligence.
H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental
Condition uncovered or revealed at the Site.
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ARTICLE 5 — BONDS AND INSURANCE
5.01 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 authorize d
in the State of Texas to issue bonds or insurance policies for the limits and coverages so required.
Such surety and insurance companies shall also meet such additional requirements and qualifications
as may be provided in the Supplementary Conditions.
5.02 Performance, Payment, and Maintenance Bonds
A Contractor shall furnish performance and payment bonds, 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 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 Financia 1
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 5.02.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 5.01 and 5.02.C.
5.03 Certificates oflnsurance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the
Supplementary Conditions, certificates of insurance (other evidence of insurance requested by City or
any other additional insured) in at least the minimum amount as specified in the Supplementary
Conditions which Contractor is required to purchase and maintain.
1. The certificate of insurance shall document the City, and all identified entities named in the
Supplementary Conditions as "Additional Insured" on all liability policies.
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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 insure d,
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 fmancia 1
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 the Supplementary
Conditions
6. 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 line s
of insurance coverage.
7. 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.
8. 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 Fina 1
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.
9. 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%.
10. 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.
11. 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.
12 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.
13. City shall be entitled, upon written request and without expense, to receive copies of policie s
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 party or the underwriter on any such policies.
14. City shall not be responsible for the direct payment of insurance premium costs for
Contractor's insurance.
5.04 Contractor's Insurance
A Work ers 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.
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
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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.
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 (if identified in the Supplements ry
Conditions).
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.
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 requirements identified in the
Supplementary Conditions.
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.
5.05 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 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 City may
reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required
by the Contract Documents, the 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 6 — CONTRACTOR'S RESPONSIBILITIES
6.01 Supervision and Superintendence
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 Work
in accordance with the Contract Documents. Contractor shall be solely responsible for the means,
methods, techniques, sequences, and procedures of construction.
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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.
6.02 Labor; WorkingHours
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.
6.03 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 equipme nt
and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilitie s,
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 fimnish 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, installe d,
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.
D. All items of standard equipment to be incorporated into the Work shall be the latest model at the
time of bid, unless otherwise specified.
604 Project Schedule
A Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and
the General Requirements as it may be adjusted from time to time as providedbelow.
1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and
the General Requirements) proposed adjustments in the Project Schedule that will not result
in changing the Contract Time. Such adjustments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment
for the duration of the Contract in accordance with the schedule specification 01 32 16.
3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be
submitted in accordance with the requirements of Article 12. Adjustments in Contract Time
may only be made by a Change Order.
6.05 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 accomplishe d
without compliance with some or all of the requirements for approval of proposed substitute
items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment
will be considered functionally equal to an item so named if.
a the City determines that:
1) it is at least equal in materials of construction, quality, durability, appearance,
strength, and design characteristics;
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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
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 6.05.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:
a) perform adequately the functions and achieve the results called for by the general
design;
b) be similar in substance to that specified;
c) be suited to the same use as that specified; and
2) will state:
a) the extent, if any, to which the use of the proposed substitute item will prejudice
Contractor's achievement of final completion on time;
b) 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 propose d substitute
item;
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c) 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:
a) all variations of the proposed substitute item from that specified;
b) available engineering, sales, maintenance, repair, and replacement services; and
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 6.05.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 6.05.A and 6.05.B. 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 Submitta 1
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 6.05.A.2 and 6.05.13. 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 (or in the provisions
of any other direct contract with City) resulting from the acceptance of each proposed substitute.
E Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or
"or -equal" at Contractor's expense.
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G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute
shall be incorporated to the Contract by Change Order.
H Time Extensions: No additional time will be granted for substitutions.
6.06 Concerning Subcontractors, Suppliers, and Others
A Contractor shall perform with his own organization, work of a value not less than 35% of the
value embraced on the Contract, unless otherwise approved by the City.
B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether
initially or as a replacement, against whom City may have reasonable objection. Contractor shall
not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or
perform any of the Work against whom Contractor has reasonable objection (excluding those
acceptable to City as indicated in Paragraph 6.06.C).
C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other
individua is or entities on the project, and will provide such requirements in the Supplementa ry
Conditions.
D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable
participation by Minority Business Enterprises (MBE) in the procurement of goods and services
on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required
to comply with the intent of the City's MBE Ordinance (as amended) by the following:
1. Contractor shall, upon request by City, provide complete and accurate information regarding
actual work performed by a MBE on the Contract and payment therefor.
2. Contractor will not make additions, deletions, or substitutions of accepted MBE 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 MBE. Material misrepresentation of any nature will be grounds for termination of the
Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds
for disqualification of Contractor to bid on fixture contracts with the City for a period of
not less than three years.
E. 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:
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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.
E 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.
G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any
of the Work shall communicate with City through Contractor.
H 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 the Contract
Documents for the benefit of City.
6.07 Wage Rates
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.
R 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 initia 1
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 violate d
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference betweenwages paid and wages due under the prevailing wage rates,such amounts being
subtracted from successive progress payments pending a final determination of the violation.
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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 initia 1
determination pursuant to Paragraph C above. If the persons required to arbitrate under this
section do not agree on an arbitrator before the I lth 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
occupation of each worker employed by the Contractor in the construction of the Work provide d
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.
R 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.
6.08 Patent Fees and Royalties
A Contractor shall pay all license fees and royalties and assume all costs incident to the use in the
performance of the Work or the incorporation in the Work of any invention, design, process,
product, or device which is the subject of patent rights or copyrights held by others. If a particula r
invention, design, process, product, or device is specified in the Contract Documents for use in the
performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights
or copyrights calling for the payment of any license fee or royalty to others, the existence of such
rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such
information does not relieve the Contractor from its obligations to pay for the use of said fees or
royalties to others.
B. 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 resultingfrom
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the incorporation in the Work of any invention, design, process, product, or device not specified
in the Contract Documents.
6.09 Permits and Utilities
A Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction
permits and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses.
Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of
the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the
Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B.
City shall pay all charges of utility owners for connections for providing permanent service to the
Work.
B. City obtainedpermits and licenses. City will obtain and pay for all permits and licenses as provided
for in the Supplementary Conditions or Contract Documents. It will be the Contractor's
responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the
Contract and the City approves the changes, the Contractor is responsible for obtaining clearances
and coordinating with the appropriate regulatory agency. The City will not reimburse the
Contractor for any cost associated with these requirements of any City acquired permit. The
following are permits the City will obtain if required:
1. Texas Department of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Commission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits
and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance
with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by
the Contractor in accordance with the Contract Documents must consider any outstanding permits
and licenses.
6.10 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
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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 3.02.
C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the
cost or time of performance of the Work may be the subject of an adjustment in Contract Price or
Contract Time.
6.11 Taxes
A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to
Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase,
rent or lease all materials, supplies and equipment used or consumed in the performance of this
contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption
certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued
to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State
Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code,
Subchapter H.
B. Texas Tax permits and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; or
2. hqp://www.window.state.tx.us/taxinfo/taxforms/93-fonns.html
6.12 Use of Site andOther 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 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 additiona 1
area of the Site.
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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 6.21, 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.
R 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, 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 the costs of such direct action, plus 25 % of such
costs, shall be deducted from the monies due or to become due to the Contractor.
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 equipme nt 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.
6.13 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
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.
6.14 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
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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.
R 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 6.14.A.2 or 6.14.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.
E 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.
615 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 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.
617 Emergencies and/or Rectification
A In emergencies affecting the safety or protection of persons or the Work or property at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City prompt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Documents have been caused thereby or are
required as a result thereof If City determines that a change in the Contract Documents is required
because of the action taken by Contractor in response to such an emergency, a Change Ordermay
be issued.
R Should the Contractor fail to respond to a request from the City to rectify any discrepancies,
omissions, or correction necessary to conform with the requirements of the Contract Documents,
the City shall give the Contractor written notice that such work or changes are to be performed.
The written notice shall direct attention to the discrepant condition and request the Contractor to
take remedial action to correct the condition. In the event the Contractor does not take positive
steps to fulfill this written request, or does not show just cause for not taking the proper action,
within 24 hours, the City may take such remedial action with City forces or by contract. The City
shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any
funds due or become due the Contractor on the Project.
6.18 Submittals
A Contractor shall submit required Submittals to City for review and acceptance in accordance
with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be
identified as City may require.
1. Submit number of copies specified in the General Requirements.
2. Data shown on the Submittals will be complete with respectto quantities, dimensions, specifie d
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 6.18.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 6.18.C.
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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.
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 complie d
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.
6.19 Continuing the Work
Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule
during all disputes or disagreements with City. No Work shall be delayed or postponed pending
resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 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 causedby:
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
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2. normal wear and tear under normalusage.
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 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
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
5.02.13. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agre es to inde mnify, hold harmle ss and de fe nd, at its own
expense, the City, its officers, servants and employees, from and against any and all claims
arising out of, or alle ged to arise out of, the work and se rvices to be pe rforme d 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 inde mnity
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.
R Contractor covenants and agrees to indemnify and hold harmless, at its ownexpense, 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
pe rforme d by the Contractor, its officers, agents, employees, subcontractors, licensees or
invite es unde r this Contract. THIS INDEMNIFICATION PROVISION IS
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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.
6.22 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.
R 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.
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 specifie d
to Contractor performance and design criteria that such services must satisfy.
D. Pursuant to this Paragraph 6.22, 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 6.18.C.
6.23 Right to Audit
A The Contractor agrees that the City shall, until the expiration of three (3) years after fina 1
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.
R 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 fina 1
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
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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.
C. 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 isperformed.
6.24 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.
R Title V1, 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.
ARTICLE 7 — OTHER WORK AT THE SITE
7.01 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
R 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.
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7.02 Coordination
A If City intends to contract with others for the performance of other work on the Project at the Site,
the following will be set forth in Supplementary Conditions:
1. the individual or entity who will have authority and responsibility for coordination of the
activities among the various contractors will be identified;
2. the specific matters to be covered by such authority and responsibility will be itemized; and
3. the extent of such authority and responsibilities will be provided.
R Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Communications to Contractor
Except as otherwise provided in the Supplementary Conditions, City shall issue all communications
to Contractor.
8.02 Furnish Data
City shall timely furnish the data required under the Contract Documents.
8.03 Pay When Due
City shall make payments to Contractor in accordance with Article 14.
8.04 Lands and Easements; Reports and Tests
City's duties with respect to providing lands and easements and providing engineering surveys to
establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's
identifying and making available to Contractor copies of reports of explorations and tests of subsurface
conditions and drawings of physical conditions relating to existing surface or subsurface structures at
or contiguous to the Site that have been utilized by City in preparing the Contract Documents.
8.05 Change Orders
City shall execute Change Orders in accordance with Paragraph 10.03.
8.06 Inspections, Tests, and Approvals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 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 6.14.
8.08 Undisclosed Hazardous Environmental Condition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 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 6.14.
ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION
9.01 City's ProjectManager
City will provide one or more Project Manager(s) during the construction period. The duties and
responsibilities and the limitations of authority of City's Project Manager during construction are set
forth in the Contract Documents. The City's Project Manager for this Contract is identified in the
Supplementary Conditions.
9.02 Visits to Site
A City's Project Manager 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 Manager will determine, in general, if
the Work is proceeding in accordance with the Contract Documents. City's Project Manager 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 Manager'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 Manager's visits and observations are subject to all the limitations on authority and
responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Authorized Variations in Work
City's Project Manager 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 and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defective Work
City will have authority to reject Work which City's Project Manager 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 13, whether or not the Work is fabricated, installed, or completed.
9.05 Determinations for WorkPerformed
Contractor will determine the actual quantities and classifications of Work performed. City's Project
Manager 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).
9.06 Decisions on Requirements of Contract Documents and Acceptability of Work
A City will be the initial interpreter of the requirements of the Contract Documents and judge of the
acceptability of the Work thereunder.
R City will render a written decision on any issue referred.
C. City's written decision on the issue referred will be final and binding on the Contractor, subject
to the provisions of Paragraph 10.06.
ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK
10.01 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 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, a Field
Order may be issued by the City.
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10.02 Unauthorized Changes in the Work
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any work performed that is not required by the Contract Documents as amended,
modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as
provided in Paragraph 6.17.
10.03 Execution of Change Orders
A City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required
because of acceptance of defective Work under Paragraph 13.08 or City's correction of
defective Work under Paragraph 13.09, or (iii) agreed to by the parties;
2 changes in the Contract Price or Contract Time which are agreed to by the parties, including
any undisputed sum or amount of time for Work actually performed.
10.04 Extra Work
A Should a difference arise as to what does or does not constitute Extra Work, or as to the payment
thereof, and the City insists upon its performance, the Contractor shall proceed with the work after
making written request for written orders and shall keep accurate account of the actual reasonable
cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06.
R The Contractor shall furnish the City such installation records of all deviations from the origina 1
Contract Documents as may be necessary to enable the City to prepare for permanent record a
corrected set of plans showing the actual installation.
C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be
a full, complete and final payment for all costs Contractor incurs as a result or relating to the change
or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time,
including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any
other effect on changed or unchanged work as a result of the change or Extra Work.
10.05 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.
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10.06 Contract Claims Process
A City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09,
shall be referred to the City for decision. A decision by City shall be required as a condition
precedent to any exercise by Contractor of any rights or remedies he may otherwise have under
the Contract Documents or by Laws and Regulations in respect of such Contract Claims.
R. Notice:
1. Written notice stating the general nature of each Contract Claim shall be delivered by the
Contractor to City no later than 15 days after the start of the event giving rise thereto. The
responsibility to substantiate a Contract Claim shall rest with the party making the Contract
Claim.
2 Notice of the amount or extent of the Contract Claim, with supporting data shall be delivere d
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractor to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with
the provisions of Paragraph 12.01.
4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with
the provisions of Paragraph 12.02.
5. Each Contract Claim shall be accompanied by Contractor's written statement that the
adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a
result of said event.
C The City shall submit any response to the Contractor within 30 days after receipt of the
claimant's last submittal (unless Contract allows additional time).
C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last
submittal of the Contractor, if any, take one of the following actions in writing:
1. deny the Contract Claim in whole or inpart;
2 approve the Contract Claim; or
3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's
sole discretion, it would be inappropriate for the City to do so. For purposes of further
resolution of the Contract Claim, such notice shall be deemed a denial.
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D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or
Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such
action or denial.
E No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not
submitted in accordance with this Paragraph 10.06.
ARTICLE 11 — COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS
QUANTITY MEASUREMENT
11.01 Cost of the Work
A Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.01.B, necessarily incurred and paid by Contractor in the proper performance of the
Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to
Contractor will be only those additional or incremental costs required because of the change in the
Work. Such costs shall not include any of the costs itemized in Paragraph 11.01.B, and shall
include but not be limited to the following items:
1. Payroll costs for employees in the direct employ of Contractor in the performance of the
Work under schedules of job classifications agreed upon by City and Contractor. Such
employees shall include, without limitation, superintendents, foremen, and other personnel
employed full time on the Work. Payroll costs for employees not employed full time on the
Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall
include;
a salaries with a 55% markup, or
b. salaries and wages plus the cost of fringe benefits, which shall include social security
contributions, unemployment, excise, and payroll taxes, workers' compensation, health
and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of performing Work outside of Regular Working Hours, Weekend
Working Hours, or legal holidays, shall be included in the above to the extent authorize d
by City.
2. Cost of all materials and equipment furnished and incorporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all construction equipment and machinery, and the parts thereof whether rented
from Contractor or others in accordance with rental agreements approved by City, and the
costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All
such costs shall be in accordance with the terms of said rental agreements. The rental of any
such equipment, machinery, or parts shall cease when the use thereof is no longer necessary
for the Work.
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4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If
required by City, Contractor shall obtain competitive bids from subcontractors acceptable to
City and Contractor and shall deliver such bids to City, who will then determine, which bids,
if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on
the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall
be determined in the same manner as Contractor's Cost of the Work and fee as provided in
this Paragraph 11.01.
5. Costs of special consultants (including but not limited to engineers, architects, testing
laboratories, surveyors, attorneys, and accountants) employed for services specifically related
to the Work.
6. Supplemental costs including the following:
a. The proportion of necessary transportation, travel, and subsistence expenses of
Contractor's employees incurred in discharge of duties connected with the Work.
b. Cost, including transportation and maintenance, of all materials, supplies, equipment,
machinery, appliances, office, and temporary facilities at the Site, and hand tools not
owned by the workers, which are consumed in the performance of the Work, and cost, less
market value, of such items used but not consumed which remain the property of
Contractor.
c. Sales, consumer, use, and other similar taxes related to the Work, and for which
Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and
Regulations.
d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or
anyone directly or indirectly employed by any of them or for whose acts any of them may
be liable, and royalty payments and fees for permits and licenses.
e. Losses and damages (and related expenses) caused by damage to the Work, not
compensated by insurance or otherwise, sustained by Contractor in connection with the
performance of the Work, provided such losses and damages have resulted from causes
other than the negligence of Contractor, any Subcontractor, or anyone directly or indirec tly
employed by any of them or for whose acts any of them may be liable. Such losses shall
include settlements made with the written consent and approval of City. No such losses,
damages, and expenses shall be included in the Cost of the Work for the purpose of
determining Contractor's fee.
f. The cost of utilities, fuel, and sanitary facilities at the Site.
g. Minor expenses such as telegrams, long distance telephone calls, telephone and
communication services at the Site, express and courier services, and similar petty cash
items in connection with the Work.
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h. The costs of premiums for all bonds and insurance Contractor is required by the Contract
Documents to purchase and maintain.
B. Costs Excluded: The term Cost of the Work shall not include any of the following items:
1. Payroll costs and other compensation of Contractor's officers, executives, principals (of
partnerships and sole proprietorships), general managers, safety managers, engineers,
architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents,
expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the
Site or in Contractor's principal or branch office for general administration of the Work and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.0I.A.1 or specifically covered by Paragraph 11.0I.A.4, all of which are to be
considered administrative costs covered by the Contractor's fee.
2. Expenses of Contractor's principal and branch offices other than Contractor's office at the
Site.
3. Any part of Contractor's capital expenses, including interest on Contractor's capital
employed for the Work and charges against Contractor for delinquent payments.
4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirec tly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Work, disposal of materials or equipment wrongly
supplied, and making good any damage to property.
5. Other overhead or general expense costs of any kind.
C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be determined as set forth in the Agreement. When the value of any Work covered by a
Change Order for an adjustment in Contract Price is determined on the basis of Cost of the
Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C.
D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to
Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in
accordance with generally accepted accounting practices and submit in a form acceptable to City
an itemized cost breakdown together with supporting data.
11.02 Allowances
A. Specified Allowance: It is understood that Contractor has included in the Contract Price all
allowances so named in the Contract Documents and shall cause the Work so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. Pre -bid Allowances:
1. Contractor agrees that:
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a. the pre -bid allowances include the cost to Contractor of materials and equipment required
by the allowances to be delivered at the Site, and all applicable taxes; and
b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead,
profit, and other expenses contemplated for the pre -bid allowances have been included in
the allowances, and no demand for additional payment on account of any of the
foregoing will be valid.
C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use
of City.
D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due
Contractor on account of Work covered by allowances, and the Contract Price shall be
correspondingly adjusted.
11.03 Unit Price Work
A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work,
initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to
the sum of the unit price for eachseparately identified item of Unit Price Work times the estimated
quantity of each item as indicated in the Agreement.
B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the
purpose of comparison of Bids and determining an initial Contract Price. Determinations of the
actual quantities and classifications of Unit Price Work performed by Contractor will be made by
City subject to the provisions of Paragraph 9.05.
C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to
cover Contractor's overhead and profit for each separately identified item. Work described in the
Contract Documents, or reasonably inferred as required for a functionally complete installation,
but not identified in the listing of unit price items shall be considered incidental to unit price work
listed and the cost of incidental work included as part of the unit price.
D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if:
1. the quantity of any item of Unit Price Work performed by Contractor differs materially and
significantly from the estimated quantity of such item indicated in the Agreement; and
2. there is no corresponding adjustment with respect to any other item of Work.
E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
1. If the changes in quantities or the alterations do not significantly change the character of
work under the Contract Documents, the altered work will be paid for at the Contract unit
price.
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2. If the changes in quantities or alterations significantly change the character of work, the
Contract will be amended by a Change Order.
3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended
by a Change Order in accordance with Article 12.
4. A significant change in the character of work occurs when:
a the character of work for any Item as altered differs materially in kind or nature from that
in the Contractor
b. a Major Item of work varies by more than 25% from the original Contract quantity.
5. When the quantity of work to be done under any Major Item of the Contract is more than
125% of the original quantity stated in the Contract, then either parry to the Contract may
request an adjustment to the unit price on the portion of the work that is above 125%.
6. When the quantity of work to be done under any Major Item of the Contract is less than 75%
of the original quantity stated in the Contract, then either party to the Contract may request
an adjustment to the unit price.
11.04 Plans Quantity Measurement
A. Plans quantities may or may not represent the exact quantity of work performed or material moved,
handled, or placed during the execution of the Contract. The estimated bid quantities are
designated as final payment quantities, unless revised by the governing Section or this Article.
R If the quantity measured as outlined under "Price and Payment Procedures" varies by more than
25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the tota 1
estimated quantity for an individual Item originally shown in the Contract Documents, an
adjustment may be made to the quantity of authorized work done for payment purposes. The parry
to the Contract requesting the adjustment will provide field measurements and calculations
showing the final quantity for which payment will be made. Payment for revised quantity will be
made at the unit price bid for that Item, except as provided for in Article 10.
C. When quantities are revised by a change in design approved by the City, by Change Order, or to
correct an error, or to correct anerror on the plans, the plans quantity will be increasedor decreased
by the amount involved in the change, and the 25% variance will apply to the new plans quantity.
D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than
$250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans
quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity.
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E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are
not applicable.
ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME
12.01 Change of ContractPrice
A. The Contract Price may only be changed by a Change Order.
B. The value of any Work covered by a Change Order will be determined as follows:
1. where the Work involved is covered by unit prices contained in the Contract Documents, by
application of such unit prices to the quantities of the items involved (subject to the provisions
of Paragraph 11.03); or
2. where the Work involved is not covered by unit prices contained in the Contract Documents,
by a mutually agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.0l.C.2), and shall include the cost
of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work;
or
3. where the Work involved is not covered by unit prices contained in the Contract Documents
and agreement to a lump sum or unit price is not reached under Paragraph 12.0l .B.2, on the
basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's
fee for overhead and profit (determined as provided in Paragraph 12.01.C).
C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as
follows:
1. a mutually acceptable fixed fee; or
2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various
portions of the Cost of the Work:
a for costs incurred under Paragraphs 11.0l.A.1, 11.0l.A.2. and 11.0l.A.3, the
Contractor's additional fee shall be 15 percent exceptfor:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.0l .A.4 and 11.0l.A.5, the Contractor's fee shall be
five percent (5%);
1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a
fee and no fixed fee is agreed upon, the intent of Paragraphs 12.0l.C.2.a and
12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever
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tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under
Paragraphs 11.0l.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and
Contractor will each be paid a fee of five percent (5%) of the amount paid to the next
lower tier Subcontractor, however in no case shall the cumulative total of fees paid be
in excess of25%;
c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0I.A.6, and
11.0I .B;
d the amount of credit to be allowed by Contractor to City for any change which results in a
net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in
Contractor's fee by an amount equal to five percent (5%) of such netdecrease.
12.02 Change of ContractTime
A. The Contract Time may only be changed by a Change Order.
B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the
Extra Work contemplated or claimed delay is shown to be on the critical path of the Project
Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claime d
delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the performance or completion of any part of the
Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time
may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made
therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or
neglect by City, acts or neglect of utility owners or other contractors performing other work as
contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God.
Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in
this Paragraph.
B. 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.
C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays
within the control of Contractor. Delays attributable to and within the control of a Subcontractor
or Supplier shall be deemed to be delays within the control of Contractor.
D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when
direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide
information or material, if any, which is to be furnished by the City.
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ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF
DEFECTIVE WORK
13.01 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.
13.02 Access to Work
City, independent testing laboratories, and governmental agencies with jurisdictiona 1 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.
13.03 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 require d
inspections or tests.
R 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 equipme nt
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 acceptable to
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 13.03 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 13.03 D shall be paid directly to the
Testing Lab by Contractor. City will forward all invoices for retests to Contractor.
4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment 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.
E Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense.
G Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued
under Section 13.03 D.
13.04 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.
R If City considers it necessary or advisable that covered Work be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
1. If it is found that the uncovered Work is defective, Contractor shall pay 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 uncovering, exposure, observation, inspection, and testing, and of
satisfactory replacement or reconstruction (including but not limited to all costs of repair or
replacement of work of others); or City shall be entitled to acceptdefective Work in accordance
with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated
with exposing, observing, and testing the defective Work.
2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase
in the Contract Price or an extension of the Contract Time, or both, directly attributable to such
uncovering, exposure, observation, inspection, testing, replacement, and reconstruction.
13.05 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
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Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of
any of them.
13.06 Correction orRemoval 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 suchWork.
R When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07,
Contractor shall take no action that would void or otherwise impair City's special warranty and
guarantee, if any, on said Work.
13.07 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 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 6.10.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.
R 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.
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C In special circumstances where a particular item of equipment is placed in continuous service
before Final Acceptance of all the Work, the correction period for that item may start to run from
an earlier date if so provided in the Contract Documents.
D Where defective Work (and damage to other Work resulting therefrom) has been corrected or
removed and replaced under this Paragraph 13.07, 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 should such
additional warranty coverage be required. Contractor may dispute this requirement by filing a
Contract Claim, pursuant to Paragraph 10.06.
E Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or
warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a
waiver of, the provisions of any applicable statute of limitation or repose.
13.08 Acceptance of Defective Work
If, instead of requiring correction or removal and replacement of defective Work, City prefers to
accept it, City may do so. Contractor shall pay 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) attributable to City's evaluation of and determination to accept
such defective Work and for the diminished value of the Work to the extent not otherwise paid by
Contractor. If any such acceptance occurs prior to Final Acceptance, 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, reflecting the diminished value of
Work so accepted.
13.09 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
13.06.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, correct, or remedy any such deficiency.
E In exercising the rights and remedies under this Paragraph 13.09, 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 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
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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
necessaryrevisions 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 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of Values
The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve
as the basis for progress payments and will be incorporated into a form of Application for Payment
acceptable to City. Progress payments on account of Unit Price Work will be based on the number of
units completed.
14.02 Progress Payments
A. Applications for Payments:
1. Contractor is responsible for providing all information as required to become a vendor of the
City.
2. At least 20 days before the date established in the General Requirements for each progress
payment, Contractor shall submit to City for review an Application for Payment filled out and
signed by Contractor covering the Work completed as of the date of the Application and
accompanied by such supporting documentation as is required by the Contract Documents.
3. If payment is requested on the basis of materials and equipment not incorporated in the Work
but delivered and suitably stored at the Site or at another location agreed to in writing, the
Application for Payment shall also be accompanied by a bill of sale, invoice, or other
documentation warranting that City has received the materials and equipment free and clear of
all Liens and evidence that the materials and equipment are covered by appropriate insurance
or other arrangements to protect City's interest therein, all of which must be satisfactory to
City.
4. Beginning with the second Application for Payment, each Application shall include an affidavit
of Contractor stating that previous progress payments received on account of the Work have
been applied on account to discharge Contractor's legitimate obligations associated with prior
Applications for Payment.
5. The amount of retainage with respect to progress payments will be as described in
subsection C. unless otherwise stipulated in the ContractDocuments.
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B. Review of Applications:
1. City will, after receipt of each Application for Payment, either indicate in writing a
recommendation of payment or return the Application to Contractor indicating reasons for
refusing payment. In the latter case, Contractor may make the necessary corrections and
resubmit the Application.
2. City's processing of any payment requested in an Application for Payment will be based on
City's observations of the executed Work, and on City's review of the Application for Payment
and the accompanying data and schedules, that to the best of City's knowledge:
a the Work has progressed to the point indicated;
b. the quality of the Work is generally in accordance with the Contract Documents (subject
to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the
results of any subsequent tests called for in the Contract Documents, a final determination
of quantities and classifications for Work performed under Paragraph 9.05, and any other
qualifications stated in the recommendation).
3. Processing any such payment will not thereby be deemed to have represented that:
a inspections made to check the quality or the quantity of the Work as it has been performed
have been exhaustive, extended to every aspect of the Work in progress, or involved
detailed inspections of the Work beyond the responsibilities specifically assigned to City
in the Contract Documents; or
b. there may not be other matters or issues between the parties that might entitle Contractor
to be paid additionally by City or entitle City to withhold payment to Contractor; or
c. Contractor has complied with Laws and Regulations applicable to Contractor's performance
of the Work.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence or the results of subsequent inspections or tests, and revise or revoke
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a the Work is defective or completed Work has been damaged by the Contractor or
subcontractors requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reducedby Change Orders;
d City has been required to correct defective Work or complete Work in accordance with
Paragraph 13.09; or
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e City has actual knowledge of the occurrence of any of the events enumerated in
Paragraph 15.02.A.
C. Retainage:
1. For contracts less than $400,000 at the time of execution, retainage shall be ten percent
(10%).
2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent
(5%).
D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the
time specified in the Contract Documents, the sum per day specified in the Agreement will be
assessed against the monies due the Contractor, not as a penalty, but as damages suffered by the
City.
E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment
will become due in accordance with the Contract Documents.
F. Reduction in Payment:
1. City may refuse to make payment of the amount requested because:
a Liens have been filed in connection with the Work, except where Contractor has delivere d
a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens;
b. there are other items entitling City to a set-off against the amount recommended; or
c. City has actual knowledge of the occurrence of any of the events enumerated in
Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A.
2. If City refuses to make payment of the amount requested, City will give Contractor written
notice stating the reasons for such action and pay Contractor any amount remaining after
deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any
adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons
for such action.
14.03 Contractor's Warranty of Title
Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any
Application for Payment, whether incorporated in the Project or not, will pass to City no later than the
time of payment free and clear of all Liens.
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14.04 Partial Utilization
A. Prior to Final Acceptance of all the Work, City may use or occupy any 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 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.
14.05 Finallnspection
A. Upon written notice from Contractor that the entire Work is Subs t a ntia lly Complete in
accordance with the Contract Documents:
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 ("Punch List Items"). Contractor shall immediately take
such measures as are necessary to complete such Work or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification to the City
of Substantial Completion and the date of Final Inspection.
1. Should the City determine that the Work is not ready for Final Inspection, City will notify the
Contractor in writing of the reasons and Contract Time will resume.
2. Should the City concur that Substantial Completion has been achieved with the exception of
any Punch List Items, Contract Time will resume for the duration it takes for Contractor to
achieve Final Acceptance.
14.06 Final Acceptance
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.
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14.07 Final Payment
A. Application forPayment:
1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for
final payment following the procedure for progress payments in accordance with the
Contract Documents.
2. The final Application for Payment shall be accompanied (except as previously delivered) by:
a all documentation called for in the Contract Documents, including but not limited to the
evidence of insurance required by Paragraph 5.03;
b. consent of the surety, if any, to finalpayment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d 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.
B. Payment Becomes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any sum City is entitle d,
including but not limited to liquidated damages, will become due and payable.
2. 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.
3. The making of the final payment by the City shall not relieve the Contractor of any
guarantees or other requirements of the Contract Documents which specifically continue
thereafter.
14.08 Final Completion Delayed and Partial Retainage Release
A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon
receipt of Contractor's final Application for Payment, and without terminating the Contract, make
payment of the balance due for that portion of the Work fully completed and accepted. If the
remaining balance to be held by City for Work not fully completed or corrected is less than the
retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in
Paragraph 5.02, the written consent of the surety to the payment of the balance due for that
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portion of the Work fully completed and accepted shall be submitted by Contractor to City with
the Application for such payment. Such payment shall be made under the terms and conditions
governing final payment, except that it shall not constitute a waiver of Contract Claims.
B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment
and maintenance, and test and performance periods following the completion of all other
construction in the Contract Documents for all Work locations, the City may release a portion of
the amount retained provided that all other work is completed as determined by the City. Before
the release, all submittals and final quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver of Claims
The acceptance of final payment will constitute a release of the City from all claims or liabilit ies
under the Contract for anything done or furnished or relating to the work under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION
15.01 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 make no extra payment for stand-by time of
construction equipment and/or construction crews.
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
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.
D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the
necessary equipment to the job when it is determined by the City that construction may be
resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the
equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is
moved to another construction project for the City.
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15.02 City May Terminate for Cause
A The occurrence of any one or more of the following events by way of example, but not of limitation,
may justify termination forcause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents
(including, but not limited to, failure to supply sufficient skilled workers or suitable materials
or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as
adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's
Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph
6.06.D);
2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction;
3. Contractor's repeated disregard of the authority of City; or
4. Contractor's violation in any substantial way of any provisions of the Contract Documents;
or
5. Contractor's failure to promptly make good any defect in materials or workmanship, or
defects of any nature, the correction of which has been directed in writing by the City; or
6. Substantial indication that the Contractor has made an unauthorized assignment of the
Contract or any funds due therefrom for the benefit of any creditor or for any other purpose;
or
7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise
financially unable to carry on the Work satisfactorily; or
8. Contractor commences legal action in a court of competent jurisdiction against the City.
B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice
to Contractor and Surety to arrange a conference with Contractor and Surety to address
Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after
receipt of notice.
1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to
perform the construction Contract, the City may, to the extent permitted by Laws and
Regulations, declare a Contractor default and formally terminate the Contractor's right to
complete the Contract. Contractor default shall not be declared earlier than 20 days after the
Contractor and Surety have received notice of conference to address Contractor's failure to
perform the Work.
2, If Contractor's services are terminated, Surety shall be obligated to take over and perform the
Work. If Surety does not commence performance thereof within 15 consecutive calendar days
after date of an additional written notice demanding Surety's performance of its
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obligations, then City, without process or action at law, may take over any portion of the
Work and complete it as described below.
a If City completes the Work, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Work
stored at the Site or for which City has paid Contractor or Surety but which are stored
elsewhere, and finish the Work as City may deem expedient.
3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds
all claims, costs, losses and damages sustained by City arising out of or resulting from
completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and
damages exceedsuch unpaid balance, Contractor shall pay the difference to City. Such claims,
costs, losses and damages incurred by City will be incorporated in a Change Order, provided
that when exercising any rights or remedies under this Paragraph, City shall not be required to
obtain the lowest price for the Work performed.
4. Neither City, nor any of its respective consultants, agents, officers, directors or employees
shall be in any way liable or accountable to Contractor or Surety for the method by which the
completion of the said Work, or any portion thereof, may be accomplished or for the price paid
therefor.
5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right
to recover damages from Contractor or Surety for Contractor's failure to timely complete the
entire Contract. Contractor shall not be entitled to any claim on account of the method used
by City in completing the Contract.
6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Documents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.13, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to terminate to correct its failure to perform
and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice.
D. Where Contractor's services have been so terminated by City, the termination will not affect any
rights or remedies of City against Contractor then existing or which may thereafter accrue. Any
retention or payment of moneys due Contractor by City will not release Contractor from liability.
E. If and to the extent that Contractor has provided a performance bond under the provisions of
Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this
Article.
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15.03 City May Terminate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any termination shall be effectedby mailing a notice of the termination to the Contractor
specifying the extent to which performance of Work under the contract is terminated, and the date
upon which such termination becomes effective. Receipt of the notice shall be deemed
conclusively presumed and established when the letter is placed in the United States Postal Service
Mail by the City. Further, it shall be deemed conclusively presumed and established that such
termination is made with just cause as therein stated; and no proof in any claim, demand or suit
shall be required of the City regarding such discretionary action.
R After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
1. Stop work under the Contract on the date and to the extent specified in the notice of termination;
2. place no fiuther orders or subcontracts for materials, services or facilities except as may be
necessary for completion of such portion of the Work under the Contract as is not terminated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of termination;
4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any,
directed by the City:
a the fabricated or unfabricated parts, Work in progress, completed Work, supplies and
other material produced as a part of, or acquired in connection with the performance of,
the Work terminated by the notice of the termination; and
b. the completed, or partially completed plans, drawings, information and other property
which, if the Contract had been completed, would have been required to be furnished to
the City.
5. complete performance of such Work as shall not have been terminated by the notice of
termination; and
6. take such action as may be necessary, or as the City may direct, for the protection and
preservation of the property related to its contract which is in the possession of the
Contractor and in which the owner has or may acquire the rest.
C. At a time not later than 30 days after the termination date specified in the notice of termination, the
Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of
termination inventory not previously disposed of, exclusive of items the disposition of which has
been directed or authorized by City.
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D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list
submitted shall be subject to verification by the City upon removal of the items or, if the items are
stored, within 45 days from the date of submission of the list, and any necessary adjustments to
correct the list as submitted, shall be made prior to final settlement.
E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination
claim to the City in the form and with the certification prescribed by the City. Unless an extension
is made in writing within such 60 day period by the Contractor, and granted by the City, any and
all such claims shall be conclusively deemed waived.
F. In such case, Contractor shall be paid for (without duplication of any items):
1. completed and acceptable Work executed in accordance with the Contract Documents prior
to the effective date of termination, including fair and reasonable sums for overhead and profit on
such Work;
2. expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials, or equipment as required by the Contract Documents in connection
with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
and
3. reasonable expenses directly attributable to termination.
G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to
the Contractor by reason of the termination of the Work, the City shall determine, on the basis of
information available to it, the amount, if any, due to the Contractor by reasonof the termination
and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account
of loss of anticipated profits or revenue or other economic loss arising out of or resulting from
such termination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and Procedures
A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision
under Paragraph 10.06 before such decision becomes final and binding. The request for mediation
shall be submitted to the other party to the Contract. Timely submission of the request shall stay
the effect of Paragraph 10.06.E.
B. City and Contractor shall participate in the mediation process in good faith. The process shall be
commenced within 60 days of filing of the request.
C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a
denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after
termination of the mediation unless, within that time period, City or Contractor:
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1. elects in writing to invoke any other dispute resolution process provided for in the
Supplementary Conditions; or
2 agrees with the other party to submit the Contract Claim to another dispute resolution
process; or
3. gives written notice to the other parry of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 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 if
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 parry.
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.
17.02 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.
17.03 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 wayas 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.
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17.04 Survival ofObligations
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.
17.05 Headings
Article and paragraph headings are inserted for convenience only and do not constitute parts of these
General Conditions.
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SUPPLEMENTARY CONDITIONS
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Supplementary Conditions
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These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other
provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are
modified or supplemented remain in full force and effect as so modified or supplemented. All provisions
of the General Conditions which are not so modified or supplemented remain in full force and effect.
Defined Terms
The terms used in these Supplementary Conditions which are defined in the General Conditions have the
meaning assigned to them in the General Conditions, unless specifically noted herein.
Modifications and Supplements
The following are instructions that modify or supplement specific paragraphs in the General Conditions and
other Contract Documents.
SC-3.03B.2, "Resolving Discrepancies"
Plans govern over Specifications.
SC-4.01A
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.01A.1., "Availability of Lands"
The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of
December 71h, 2022:
Outstanding Right -Of -Way, and/or Easements to Be Acquired
PARCEL OWNER
NUMBER
None
TARGET DATE
OF POSSESSION
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
If Contractor considers the final easements provided to differ materially from the representations on the
Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work,
notify City in writing associated with the differing easement line locations.
SC-4.01A.2, "Availability of Lands"
Utilities or obstructions to be removed, adjusted, and/or relocated
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The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of December 71, 2022:
EXPECTED UTILITY AND LOCATION TARGET DATE OF
OWNER ADJUSTMENT
None
The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed,
and do not bind the City.
SC-4.02A., "Subsurface and Physical Conditions"
The following are reports of explorations and tests of subsurface conditions at the site of the Work:
A Geotechnical Engineering Report No. 63:1726, dated October 31, 2022, prepared by ECS Southwest,
LLP, a sub -consultant of Garver, LLC, a consultant of the City, providing additional information on the
subsurface exploration, laboratory testing, and geotechnical engineering analyses in conjunction with the
design and construction recommendations directly related to the Right Turn Lane project.
The following are drawings of physical conditions in or relating to existing surface and subsurface
structures (except Underground Facilities) which are at or contiguous to the site of the Work:
None
SC-4.06A., "Hazardous Environmental Conditions at Site"
The following are reports and drawings of existing hazardous environmental conditions known to the City:
None
SC-5.03A., "Certificates of Insurance"
The entities listed below are "additional insureds as their interest may appear" including their respective
officers, directors, agents and employees.
(1) City
(2) Consultant: Garver, LLC
(3) Other: None
SC-5.04A., "Contractor's Insurance"
The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following
coverages for not less than the following amounts or greater where required by laws and regulations:
5.04A. Workers' Compensation, under Paragraph GC-5.04A.
Statutory limits
Employer's liability
$100,000 each accident/occurrence
$100, 000 Disease - each employee
$500, 000 Disease -policy limit
SC-5.04B., "Contractor's Insurance"
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5.04B. Commercial General Liability, under Paragraph GC-5.0413. Contractor's Liability Insurance
under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with
minimum limits of:
$1,000,000 each occurrence
$2, 000, 000 aggregate limit
The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the
General Aggregate Limits apply separately to each job site.
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.
SC 5.04C., "Contractor's Insurance"
5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under
Paragraph GC-5.04C., which shall be in an amount not less than the following amounts:
(1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto",
defined as autos owned, hired and non -owned.
$1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at
least:
$250, 000 Bodily Injury per person /
$500, 000 Bodily Injury per accident /
$100, 000 Property Damage
SC-5.04D., "Contractor's Insurance"
mmer-ial deliveries to er-ess railroad pr-epei4ies and (fa It is not anticipated for the contractor to cross
railroad property or tracks.
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.
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:
(1) General Aggregate:
(2) Each Occurrence:
Required for this Contract
X Not required for this Contract
With respect to the above outlined insurance requirements, the following shall govern:
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1. 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.
2. 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 -way, the Contractor
may be required to provide separate insurance policies in the name of each railroad company.
3. 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.
4. 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.
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.
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.
SC-6.04., "Project Schedule"
Project schedule shall be tier I for the project.
SC-6.07., "Wage Rates"
The following is the prevailing wage rate table(s) applicable to this project and is provided in the
Appendixes:
https.Ilapps.fortworthtexas govIProjectResourcesIResourcesPI02%20-
%20Construction %20DocumentsISpecificationsIDiv%2000-
General%20ConditionslCFW%20Horizontal%20Wage%20Rate%20Table pdf
A copy of the table is also available by accessing the City's website at:
https://apps.fortworthtexas.gov/Proi ectResources/
You can access the file by following the directory path:
02-Construction Documents/Specifications/Div00 — General Conditions
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the Contractor:
1. TCEQ Construction Discharge Permit
2. Street Use Permit (as required. See 0155 26)
3. Fencing Construction Permit (Contact the City of Fort Worth Permitting Department)
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SC-6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City:
1. None
SC-6.09C. "Outstanding permits and licenses"
The following is a list of known outstanding permits and/or licenses to be acquired, if any as of December
Th, 2022:
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
None
SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended"
During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest
(hereinafter referred to as the "Contractor") agrees as follows:
1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to
nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter,
"DOT") Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time,
(hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part
of this contract.
2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall
not discriminate on the grounds of race, color, or national origin, in the selection and retention of
subcontractors, including procurements of materials and leases of equipment. The Contractor shall not
participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the
Regulations, including employment practices when the contract covers a program set forth in
Appendix B of the Regulations.
3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all
solicitations either by competitive bidding or negotiation made by the contractor for work to be
performed under a subcontract, including procurements of materials or leases of equipment, each
potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations
under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or
national origin.
4. Information and Reports: The Contractor shall provide all information and reports required by the
Regulations or directives issued pursuant thereto, and shall permit access to its books, records,
accounts, other sources of information and its facilities as may be determined by City or the Texas
Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders
and instructions. Where any information required of a contractor is in the exclusive possession of
another who fails or refuses to furnish this information the contractor shall so certify to the City, or the
Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to
obtain the information.
5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the
nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the
Texas Department of Transportation may determine to be appropriate, including, but not limited to:
a. withholding of payments to the Contractor under the Contract until the Contractor
complies, and/or
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b. cancellation, termination or suspension of the Contract, in whole or in part.
6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through
(6) in every subcontract, including procurements of materials and leases of equipment, unless exempt
by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with
respect to any subcontract or procurement as City or the Texas Department of Transportation may
direct as a means of enforcing such provisions including sanctions for non-compliance: Provided,
however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a
subcontractor or supplier as a result of such direction, the contractor may request City to enter into
such litigation to protect the interests of City, and, in addition, the contractor may request the United
States to enter into such litigation to protect the interests of the United States.
Additional Title VI requirements can be found in the Appendix.
SC-7.02., "Coordination"
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
Vendor
Sco a of Work
Coordination Authority
None
None
None
SC-8.01, "Communications to Contractor"
Contractor to RPR to FOR to Airport
SC-9.01., "City's Project Manager"
The following firm is a subconsultant to the City responsible for construction management for this Project:
Roy Daniels, PE
Garver
214-619-9076
RVDaniels@GarverUSA.com
SC-13.03C., "Tests and Inspections"
None
SC-16.01C.1, "Methods and Procedures"
None
END OF SECTION
Revision Log
DATE
NAME
SUMMARY OF CHANGE
1/22/2016
F. Griffin
SC-9.01., "City's Project Representative" wording changed to City's Project
Manager.
3/9/2020
D.V. Magana
SC-6.07, Updated the link such that files can be accessed via the City's
website.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised March 9, 2020 Meacham International Airport
011100-1
SUMMARY OF WORK
0 019i I [13011194[IIII
�.Yi1L IUI:�"61 �M01W
PART 1 - GENERAL
In M-1111u IUV M'A'/
A. Section Includes:
Pagel of 3
1. Summary of Work to be performed in accordance with the Contract Documents
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. 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
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.
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised December 20, 2012 Meacham International Airport
01 11 00 - 2
SUMMARY OF WORK
Page 2 of 3
b. Excavated and waste materials shall be stored in such a way as not to interfere
with the use of spaces that may be designated to be left free and unobstructed
and so as not to inconvenience occupants of adjacent property.
c. If the street is occupied by railroad tracks, the Work shall be carried on in such
manner as not to interfere with the operation of the railroad.
1) All Work shall be in accordance with railroad requirements set forth in
Division 0 as well as the railroad permit.
D. Work within Easements
1. Do not enter upon private property for any purpose without having previously
obtained permission from the owner of such property.
2. Do not store equipment or material on private property unless and until the
specified approval of the property owner has been secured in writing by the
Contractor and a copy furnished to the City.
3. Unless specifically provided otherwise, clear all rights -of -way or easements of
obstructions which must be removed to make possible proper prosecution of the
Work as a part of the project construction operations.
4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants,
lawns, fences, culverts, curbing, and all other types of structures or improvements,
to all water, sewer, and gas lines, to all conduits, overhead pole lines, or
appurtenances thereof, including the construction of temporary fences and to all
other public or private property adjacent to the Work.
5. Notify the proper representatives of the owners or occupants of the public orprivate
lands of interest in lands which might be affected by the Work.
a. Such notice shall be made at least 48 hours in advance of the beginning of the
Work.
b. Notices shall be applicable to both public and private utility companies and any
corporation, company, individual, or other, either as owners or occupants,
whose land or interest in land might be affected by the Work.
c. Be responsible for all damage or injury to property of any character resulting
from any act, omission, neglect, or misconduct in the manner or method or
execution of the Work, or at any time due to defective work, material, or
equipment.
6. Fence
a. Restore all fences encountered and removed during construction of the Project
to the original or a better than original condition.
b. Erect temporary fencing in place of the fencing removed whenever the Work is
not in progress and when the site is vacated overnight, and/or at all times to
provide site security.
c. The cost for all fence work within easements, including removal, temporary
closures and replacement, shall be subsidiary to the various items bid in the
project proposal, unless a bid item is specifically provided in the proposal.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised December 20, 2012 Meacham International Airport
01 11 00 - 3
SUMMARY OF WORK
Page 3 of 3
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]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised December 20, 2012 Meacham International Airport
012500-1
SUBSTITUTION PROCEDURES
�11019l I C130111WAS1I1;
SUBSTITUTION PROCEDURES
PART 1 - GENERAL
I ff M-1111u IUV M.8414
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 ofContractor;
or,
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
012500-2
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 ofproposed
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, the resulting cost and/or time reduction
will be documented by Change Order in accordance with the General Conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised July 1, 2011 Meacham International Airport
012500-3
SUBSTITUTION PROCEDURES
Page 3 of 4
4. No additional contract time will be given for substitution.
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 City's opinion, acceptance will require substantial revision of the original
design
d. In the City's opinion, substitution will not perform adequately the function
consistent with the design intent
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
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised July 1, 2011
01 25 00 - 4
SUBSTITUTION PROCEDURES
Page 4 of 4
EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
TO:
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
Rejected
Date
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
013119-1
PRECONSTRUCTION MEETING
�11 Bre l I [170D1[c1f E
PRECONSTRUCTION MEETING
PART 1 - GENERAL
I ff M-1111u IUV M.8414
A. Section Includes:
Pagel 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. 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. 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 execution of the
Agreement and before Work is started.
a. The meeting will be scheduled and administered by the City's consultant.
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. Project Representative
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised August 17, 2012 Meacham International Airport
01 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
f. Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section 01 32 16 and
provide at Preconstruction Meeting.
b. City will notify Contractor of any schedule changes upon Notice of
Preconstruction Meeting.
5. 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
in. 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
f£ Temporary construction facilities
gg. M/WBE or MBE/SBE procedures
hh. Final Acceptance
ii. Final Payment
J. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised August 17, 2012 Meacham International Airport
0131 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
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]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised August 17, 2012 Meacham International Airport
013216-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 10
1 SECTION 0132 16
2 CONSTRUCTION SCHEDULE
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. General requirements for the preparation, submittal, updating, status reporting and
7 management of the Construction Progress Schedule
8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
9 Document
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 — General Requirements
15 D. Purpose
16 The City of Fort Worth (City) is committed to delivering quality, cost-effective
17 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a
18 properly structured schedule with accurate updates. This supports effective monitoring
19 of progress and is input to critical decision making by the project manager throughout
20 the life of the project. Data from the updated project schedule is utilized in status
21 reporting to various levels of the City organization and the citizenry.
22
23 This Document complements the City's Standard Agreement to guide the construction
24 contractor (Contractor) in preparing and submitting acceptable schedules for use by the
25 City in project delivery. The expectation is the performance of the work follows the
26 accepted schedule and adhere to the contractual timeline.
27
28 The Contractor will designate a qualified representative (Project Scheduler) responsible
29 for developing and updating the schedule and preparing status reporting as requiredby
30 the City.
31 1.2 PRICE AND PAYMENT PROCEDURES
32 A. Measurement and Payment
33 1. Work associated with this Item is considered subsidiary to the various items bid.
34 No separate payment will be allowed for this Item.
35 2. Non-compliance with this specification is grounds for City to withhold payment of
36 the Contractor's invoices until Contractor achieves said compliance.
37 1.3 REFERENCES
38 A. Project Schedules
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Meacham International Airport
Revised August 13, 2021
013216-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 10
1 Each project is represented by City's master project schedule that encompasses the
2 entire scope of activities envisioned by the City to properly deliver the work. When the
3 City contracts with a Contractor to perform construction of the Work, the Contractor
4 will develop and maintain a schedule for their scope of work in alignment with the
5 City's standard schedule requirements as defined herein. The data and information of
6 each such schedule will be leveraged and become integral in the master project
7 schedule as deemed appropriate by the City's Project Control Specialist and approved
8 by the City's Project Manager.
9
10 1. Master Project Schedule
11 The master project schedule is a holistic representation of the scheduled activities
12 and milestones for the total project and be Critical Path Method (CPM) based. The
13 City's Project Manager is accountable for oversight of the development and
14 maintaining a master project schedule for each project. When the City contracts for
15 the design and/or construction of the project, the master project schedulewill
16 incorporate elements of the Design and Construction schedules as deemed
17 appropriate by the City's Project Control Specialist. The assigned City Project
18 Control Specialist creates and maintains the master project schedule in P6 (City's
19 scheduling software).
20
21 2. Construction Schedule
22 The Contractor is responsible for developing and maintaining a schedule for the
23 scope of the Contractor's contractual requirements. The Contractor will issue an
24 initial schedule for review and acceptance by the City's Project Control Specialist
25 and the City's Project Manager as a baseline schedule for Contractor's scope of
26 work. Contractor will issue current, accurate updates of their schedule (Progress
27 Schedule) to the City at the end of each month throughout the life of their work.
28 B. Schedule Tiers
29 The City has a portfolio of projects that vary widely in size, complexity and content
30 requiring different scheduling to effectively deliver each project. The City uses a
31 "tiered" approach to align the proper schedule with the criteria for each project. The
32 City's Project Manager determines the appropriate schedule tier for each project, and
33 includes that designation and the associated requirements in the Contractor's scope of
34 work. The following is a summary of the "tiers".
35
36 1. Tier 1: Small Size and Short Duration Project (design not required)
37 The City develops and maintains a Master Project Schedule for the project. No
38 schedule submittal is required from Contractor. City's Project Control Specialist
39 acquires any necessary schedule status data or information through discussions with
40 the respective party on an as -needed basis.
41
42 2. Tier 2: Small Size and Short to Medium Duration Project
43 The City develops and maintains a Master Project Schedule for the project. The
44 Contractor identifies "start" and "fmish" milestone dates on key elements of their
45 work as agreed with the City's Project Manager at the kickoff of their work effort.
46 The Contractor issues to the City, updates to the "start" and "finish" dates for such
47 milestones at the end of each month throughout the life of their work on the project.
48
49 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration
CITY OF FORT WORT H Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised August 13, 2021
013216-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 10
1 The City develops and maintains a Master Project Schedule for the project. The
2 Contractor develops a Baseline Schedule and maintains the schedule of their
3 respective scope of work on the project at a level of detail (generally Level 3) and in
4 alignment with the WBS structure in Section 1.4.H as agreed by the Project
5 Manager. The Contractor issues to the City, updates of their respective schedule
6 (Progress Schedule) at the end of each month throughout the life of their work on the
7 project.
8 C. Schedule Types
9 Project delivery for the City utilizes two types of schedules as noted below. The City
10 develops and maintains a Master Project Schedule as a "baseline" schedule and issue
11 monthly updates to the City Project Manager (end of each month) as a "progress"
12 schedule. The Contractor prepares and submits each schedule type to f ilfilltheir
13 contractual requirements.
14
15 1. Baseline Schedule
16 The Contractor develops and submits to the City, an initial schedule for their scope
17 of work in alignment with this specification. Once reviewed and accepted by the
18 City, it becomes the `Baseline" schedule and is the basis against which all progress
19 is measured. The baseline schedule will be updated when there is a change or
20 addition to the scope of work impacting the duration of the work, and onlyafter
21 receipt of a duly authorized change order issued by the City. In the event progress is
22 significantly behind schedule, the City's Project Manager may authorize an update
23 to the baseline schedule to facilitate a more practical evaluation of progress. An
24 example of a Baseline Schedule is provided in Specification 01 3216.1
25 Construction Project Schedule Baseline Example.
26
27 2. Progress Schedule
28 The Contractor updates their schedule at the end of each month to represent the
29 progress achieved in the work which includes any impact from authorized changes
30 in the work. The updated schedule must accurately reflect the current status of the
31 work at that point in time and is referred to as the "Progress Schedule". The City's
32 Project Manager and Project Control Specialist reviews and accepts each progress
33 schedule. In the event a progress schedule is deemed not acceptable, the
34 unacceptable issues are identified by the City within 5 working days and the
35 Contractor must provide an acceptable progress schedule within 5 working days
36 after receipt of non -acceptance notification. An example of a Progress Schedule is
37 provided in Specification 0132 16.2 Construction Project Schedule Progress
38 Example.
39 D. City Standard Schedule requirements
40 The following is an overview of the methodology for developing and maintaining a
41 schedule for delivery of a project.
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised August 13, 2021 Meacham International Airport
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013216-4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 10
1. Schedule Framework - The schedule will be based on the defined scope ofwork
and follow the (Critical Path Methodology) CPM method. The Contractor's
schedule will align with the requirements of this specification and will be cost
loaded to reflect their plan for execution. Compliance with cost loading can be
provided with traditional cost loading of line items OR a projected cost per
month for the project when the initial schedule is submitted, updated on a
quarterly basis is significant change is anticipated. Overall schedule duration
will align with the contractual requirements for the respective scope of work and be
reflected in City's Master Project Schedule. The Project Number and Name ofthe
Project is required on each schedule and must match the City's project data.
E. Schedule File Name
All schedules submitted to the City for a project will have a file name that begins with
the City's project number followed by the name of the project followed by baseline (if
a baseline schedule) or the year and month (if a progress schedule), as shown below.
• Baseline Schedule File Name
Format: City Project Number Project Name _Baseline
Example: 101376 North Montgomery Street HMAC Baseline
• Progress Schedule File Name
Format: City Project Number Project Name _YYYY-MM
Example: 101376 North Montgomery Street HMAC 2018_01
• Project Schedule Progress Narrative FileName
Format: City Project Number_ProjectName_PN_YYYY-MM
Example: 101376 North Montgomery Street HMAC PN 2018_01
F. Schedule Templates
The Contractor will utilize the relevant sections from the City's templates provided in
the City's document management system as the basis for creating their respective
project schedule. Specifically, the Contractor's schedule will align with the layout of
the Construction section. The templates are identified by type of project as noted
below.
• Arterials
• Aviation
• Neighborhood Streets
• Sidewalks (later)
• Quiet Zones (later)
• Street Lights (later)
• Intersection Improvements (later)
• Parks
• Storm water
• Street Maintenance
• Traffic
• Water
48 G. Schedule Calendar
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 13, 2021
Gate 34 Replacement Project at
Meacham International Airport
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 10
1 The City's standard calendar for schedule development purposes is based on a 5-day
2 workweek and accounts for the City's eight standard holidays (New Years, Martin
3 Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving,
4 Christmas). The Contractor will establish a schedule calendar as part of the schedule
5 development process and provide to the Project Control Specialist as part of the basis
6 for their schedule. Variations between the City's calendar and the Contractor's
7 calendar must be resolved prior to the City's acceptance of their Baseline project
8 schedule.
10 H. WBS & Milestone Standards for Schedule Development
11 The scope of work to be accomplished by the Contractor is represented in the schedule
12 in the form of a Work Breakdown Structure (WBS). The WBS is the basis forthe
13 development of the schedule activities and shall be imbedded and depicted in the
14 schedule.
15
16 The following is a summary of the standards to be followed in preparing and
17 maintaining a schedule for project delivery.
18
19 1. Contractor is required to utilize the City's WBS structure and respective
20 project type template for "Construction" as shown in Section 1.4.1-lbelow.
21 Additional activities may be added to Levels 1 - 4 to accommodate theneeds
22 of the organization executing the work. Specifically the Contractor will add
23 activities under WBS XXXXXX.80.83 "Construction Execution" that
24 delineates the activities associated with the various components of thework.
25
26 2. Contractor is required to adhere to the City's Standard Milestones as shown
27 in Section 1.4.I below. Contractor will include additional milestones
28 representing intermediate deliverables as required to accurately reflect their
29 scope of work.
30
31 1. Schedule Activities
32 Activities are the discrete elements of work that make up the schedule. They will be
33 organized under the umbrella of the WBS. Activity descriptions should adequately
34 describe the activity, and in some cases the extent of the activity. All activities are
35 logically tied with a predecessor and a successor. The only exception to this rule is for
36 "project start" and "project finish"milestones.
37
38 The activity duration is based on the physical amount of work to be performed for the
39 stated activity, with a maximum duration of 20 working days OR a continuous activity
40 in one location. If the work for any one activity exceeds 20 days, break that activity
41 down incrementally to achieve this duration constraint. Any exception to thisrequires
42 review and acceptance by the City's Project Control Specialist.
43
44 J. Change Orders
45 When a Change Order is issued by the City, the impact is incorporated intothe
46 previously accepted baseline schedule as an update, to clearly show impact to the
47 project timeline. The Contractor submits this updated baseline schedule to the City for
CITY OF FORT WORT H Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised August 13, 2021
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
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20
21
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013216-6
CONSTRUCTION PROGRESS SCHEDULE
Page 6 of 10
review and acceptance as described in Section 1.5 below. Updated baseline schedules
adhere to the following:
1. Time extensions associated with approved contract modifications are limited to the
actual amount of time the project activities are anticipated to be delayed, unless
otherwise approved by theProgram Manager.
2. The re-baselined schedule is submitted by the Contractor within ten workdays after
the date of receipt of the approved ChangeOrder.
3. The changes in logic or durations approved by the City are used to analyze the impact
of the change and is included in the Change Order. The coding for a new activity(s)
added to the schedule for the Change Order includes the Change Order number in the
Activity ID. Use as many activities as needed to accurately show the work of the
Change Order. Revisions to the baseline schedule are not effective until acceptedby
the City.
K. City's Work Breakdown Structure
WBS Code WBS Name
XXXXXX Project Name
XXXXXX.30
Design
XXXXXX.30.10
Design Contractor Agreement
XXXXXX.30.20
Conceptual Design(30%)
XXXXXX.30.30
Preliminary Design (60%)
XXXXXX.30.40
Final Design
XXXXXX.30.50
Environmental
XXXXXX.30.60
Permits
XXXXXX.30.60.10
Permits - Identification
XXXXXX.30.60.20
Permits - Review/Approve
XXXXXX.40
ROW & Easements
XXXXXX.40.10
ROW Negotiations
XXXXXX.40.20
Condemnation
XXXXXX.70
Utility Relocation
XXXXXX.70.10
Utility Relocation Co-ordination
XXXXXX.80
Construction
XXXXXX.80.81
Bid and Award
XXXXXX.80.83
Construction Execution
XXXXXX.80.85
Inspection
XXXXXX.80.86
Landscaping
XXXXXX.90
Closeout
XXXXXX.90.10
Construction Contract Close-out
XXXXXX.90.40
Design Contract Closure
L. City's Standard Milestones
The following milestone activities (i.e., important events on a project that mark critical
points in time) are of particular interest to the City and must be reflected in the project
schedule for all phases of work.
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised August 13, 2021
Gate 34 Replacement Project at
Meacham International Airport
013216-7
CONSTRUCTION PROGRESS SCHEDULE
Page 7 of 10
l
Activity ID
Activity Name
2
Design
3
3020
Award Design Agreement
4
3040
IssueNotice to Proceed - Design Engineer
5
3100
Design Kick-off Meeting
6
3120
Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water,
7
Water & Sewer
8
3150
Peer Review Meeting/Design Review meeting (technical)
9
3160
Conduct Design Public Meeting #1(required)
10
3170
Conceptual Design Complete
11
3220
Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic,
12
Parks, Storm Water, Water & Sewer
13
3250
Conduct Design Public Meeting #2 (required)
14
3260 Preliminary Design Complete
15
3310
Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water,
16
Water & Sewer
17
3330
Conduct Design Public Meeting #3 (ifrequired)
18
3360
Final Design Complete
19
ROW & Easements
20
4000
Right of Way Start
21
4230
Right of Way Complete
22
Utility Relocation
23
7000
Utilities Start
24
7120
Utilities Cleared/Complete
25
Construction
26
Bid and Award
27
8110
Start Advertisement
28
8150
Conduct Bid Opening
29
8240
Award Construction Contract
30
Construction
Execution
31
8330
Conduct Construction Public Meeting #4 Pre -Construction
32
8350
Construction Start
33
8370
Substantial Completion
34
8540
Construction Completion
35
9130
Notice of Completion/Green Sheet
36
9150
Construction Contract Closed
37
9420
Design Contract Closed
38
39 1.4 SUBMITTALS
40 A. Schedule Submittal & Review
41 The City's Project Manager is responsible for reviews and acceptance of the Contractor's
42 schedule. The City's Project Control Specialist is responsible for ensuring alignment of
43 the Contractor's baseline and progress schedules with the Master Project Schedule as
44 support to the City's Project Manager. The City reviews and accepts or rejects the
45 schedule within ten workdays of Contractor's submittal.
46
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised August 13, 2021 Meacham International Airport
013216-8
CONSTRUCTION PROGRESS SCHEDULE
Page 8 of 10
1 1. ScheduleFormat
2 The Contractor will submit each schedule in two electronic forms, one in native file
3 format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document
4 management system in the location dedicated for this purpose and identified by the
5 Project Manager. In the event the Contractor does not use Primavera P6 orMS
6 Project for scheduling purposes, the schedule information must be submitted in.xls or
7 .xlsx format in compliance with the sample layout (See Specification 01 3216.1
8 Construction Project Schedule Baseline Example), including activity predecessors,
9 successors and total float.
10
11 2. Initial & Baseline Schedule
12 The Contractor will develop their schedule for their scope of work and submit their
13 initial schedule in electronic form (in the file formats noted above), in the City's
14 document management system in the location dedicated for this purpose at least 5
15 working days prior to Pre Construction Meeting.
16
17 The City's Project Manager and Project Control Specialist review this initial schedule
18 to determine alignment with the City's Master Project Schedule, including format &
19 WBS structure. Following the City's review, feedback is provided to the Contractor
20 for their use in finalizing their initial schedule and issuing (within five workdays) their
21 Baseline Schedule for final review and acceptance by the City.
22
23 3. Progress Schedule
24 The Contractor will update and issue their project schedule (Progress Schedule) by the
25 last day of each month throughout the life of their work on the project. The Progress
26 Schedule is submitted in electronic form as noted above, in the City's document
27 management system in the location dedicated for this purpose.
28
29 The City's Project Control team reviews each Progress Schedule for data and
30 information that support the assessment of the update to the schedule. In the event
31 data or information is missing or incomplete, the Project Controls Specialist
32 communicates directly with the Contractor's scheduler for providing same. The
33 Contractor re -submits the corrected Progress Schedule within 5 workdays, following
34 the submittal process noted above. The City's Project Manager and Project Control
35 Specialist review the Contractor's progress schedule for acceptance and to monitor
36 performance and progress.
37
38 The following list of items are required to ensure proper status information is
39 contained in the Progress Schedule.
40 • Baseline Start date
41 • Baseline Finish Date
42 • % Complete
43 • Float
44 • Activity Logic (dependencies)
45 • Critical Path
46 • Activities added or deleted
47 • Expected Baseline Finish date
48 • Variance to the Baseline Finish Date
49
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised August 13, 2021 Meacham International Airport
0132 16 - 9
CONSTRUCTION PROGRESS SCHEDULE
Page 9 of 10
1 B. Monthly Construction Status Report
2 The Contractor submits a written status report (referred to as a progress narrative) at the
3 monthly progress meeting (if monthly meetings are held) or at the end of each month to
4 accompany the Progress Schedule submittal, using the standard format provided in
5 Specification 0132 16.3 Construction Project Schedule Progress Narrative. The content
6 of the Construction Project Schedule Progress Narrative should be conciseand complete
7 to include only changes, delays, and anticipated problems.
8
9 C. Submittal Process
10 • Schedules and Monthly Construction Status Reports are submitted in in the City's
11 document management system in the location dedicated for this purpose.
12 • Once the project has been completed and Final Acceptance has been issued by the
13 City, no further progress schedules or construction status reports are required from
14 the Contractor.
15 1.
16 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
17 1.6 CLOSEOUT SUBMITTALS [NOT USED]
18 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
19 1.8 QUALITY ASSURANCE
20 A. The person preparing and revising the construction Progress Schedule shall be
21 experienced in the preparation of schedules of similar complexity.
22 B. Schedule and supporting documents addressed in this Specification shall be prepared,
23 updated and revised to accurately reflect the performance of the construction.
24 C. Contractor is responsible for the quality of all submittals in this section meeting the
25 standard of care for the construction industry for similarprojects.
26 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED]
27 1.10 FIELD [SITE] CONDITIONS [NOT USED]
28 1.11 WARRANTY [NOT USED]
29 1.12 ATTACHMENTS
30 Spec 0132 16.1 Construction Project Schedule Baseline Example
31 Spec 0132 16.2 Construction Project Schedule Progress Example
32 Spec 0132 16.3 Construction Project Schedule Progress Narrative
33
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised August 13, 2021 Meacham International Airport
01 32 16 - 10
CONSTRUCTION PROGRESS SCHEDULE
2 PART 2 - PRODUCTS [NOT USED]
3 PART 3 - EXECUTION [NOT USED]
4 END OF SECTION
6
Page 10 of 10
Revision Log
DATE
NAME
SUMMARY OF CHANGE
8/13/2021
Michael Owen
Revised to update specification requirements and eliminate duplicate schedule
specifications.
CITY OF FORT WORT H Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised August 13, 2021
013233-1
PRECONSTRUCTION VIDEO
Pagel of 2
SECTION 0132 33
PRECONSTRUCTION VIDEO
PART 1 - 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. 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. 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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
01 32 33 - 2
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised July 1, 2011 Meacham International Airport
f i x40 I [17011719%ZII1]
SUBMITTALS
PART 1 - GENERAL
IRM*I uv1UV M:T1
A. Section Includes:
013300-1
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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Meacham International Airport
Revised December 20, 2012
013300-2
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:
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
1. 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 1/2 inches x 11 inches to 8 1/2 inches x 1 Iinches.
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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised December 20, 2012
013300-3
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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised December 20, 2012
013300-4
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
1. 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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised December 20, 2012
013300-5
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.
3. 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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised December 20, 2012
013300-6
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 City at least 7 Calendar Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised December 20, 2012 Meacham International Airport
013300-7
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)
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. Use the Request for Information (RFI) form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and
increasing sequentially with each additional transmittal.
4. Sufficient information shall be attached to permit a written response without further
information.
5. The City will log each request and will review the request.
a. If review of the project information request indicates that a change to the
Contract Documents is required, the City will issue a Field Order or Change
Order, as appropriate.
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]
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised December 20, 2012
013300-8
SUBMITTALS
Page 8 of 8
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised December 20, 2012 Meacham International Airport
0135 13- 1
SPECIAL PROJECT PROCEDURES
Pagel of 8
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. Use of Explosives, Drop Weight, Etc.
11 e. Water Department Notification
12 f. Public Notification Prior to Beginning Construction
13 g. Coordination with United States Army Corps of Engineers
14 h. Coordination within Railroad permits areas
15 i. Dust Control
16 j. Employee Parking
17 B. Deviations from this City of Fort Worth Standard Specification
18 1. None.
19 C. Related Specification Sections include, but are not necessarily limited to:
20 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
21 2. Division 1 — General Requirements
22 3. Section 33 12 25 — Connection to Existing Water Mains
23 1.2 PRICE AND PAYMENT PROCEDURES
24 A. Measurement and Payment
25 1. Coordination within Railroad permit areas
26 a. Measurement
27 1) Measurement for this Item will be by lump sum.
28 b. Payment
29 1) The work performed and materials furnished in accordance with this Item
30 will be paid for at the lump sum price bid for Railroad Coordination.
31 c. The price bid shall include:
32 1) Mobilization
33 2) Inspection
34 3) Safety training
35 4) Additional Insurance
36 5) Insurance Certificates
37 6) Other requirements associated with general coordination with Railroad,
38 including additional employees required to protect the right-of-way and
39 property of the Railroad from damage arising out of and/or from the
40 construction of the Project.
41 2. Railroad Flagmen
42 a. Measurement
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised March 11, 2022 Meacham International Airport
0135 13 - 2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
1 1) M asurement for this Item will be per working day.
2 b. Payment
3 1) The work performed and materials furnished in accordance with this Item
4 will be paid for each working day that Railroad Flagmen are present at the
5 Site.
6 c. The price bid shall include:
7 1) Coordination for scheduling flagmen
8 2) Flagmen
9 3) Other requirements associated with Railroad
10 3. All other items
11 a. Work associated with these Items is considered subsidiary to the various Items
12 bid. No separate payment will be allowed for this Item.
13 1.3 REFERENCES
14 A. Reference Standards
15 1. Reference standards cited in this Specification refer to the current reference
16 standard published at the time of the latest revision date logged at the end of this
17 Specification, unless a date is specifically cited.
18 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752.
19 High Voltage Overhead Lines.
20 1.4 ADMINISTRATIVE REQUIREMENTS
21 A. Coordination with the Texas Department of Transportation
22 1. When work in the right-of-way which is under the jurisdiction of the Texas
23 Department of Transportation (TxDOT):
24 a. Notify the Texas Department of Transportation prior to commencing any work
25 therein in accordance with the provisions of the permit
26 b. All work performed in the TxDOT right-of-way shall be performed in
27 compliance with and subject to approval from the Texas Department of
28 Transportation
29 B. Work near High Voltage Lines
30 1. Regulatory Requirements
31 a. All Work near High Voltage Lines (more than 600 volts measured between
32 conductors or between a conductor and the ground) shall be in accordance with
33 Health and Safety Code, Title 9, Subtitle A, Chapter 752.
34 2. Warning sign
35 a. Provide sign of sufficient size meeting all OSHA requirements.
36 3. Equipment operating within 10 feet of high voltage lines will require the following
37 safety features
38 a. Insulating cage -type of guard about the boom or arm
39 b. Insulator links on the lift hook connections for back hoes or dippers
40 c. Equipment must meet the safety requirements as set forth by OSHA and the
41 safety requirements of the owner of the high voltage lines
42 4. Work within 6 feet of high voltage electric lines
43 a. Notification shall be given to:
44 1) The power company (example: ONCOR)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised March 11, 2022 Meacham International Airport
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0135 13-3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
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.
2. Coordinate any event that will require connecting to or the operation of an existing
City water line system with the City's representative.
a. Coordination shall be in accordance with Section 33 12 25.
b. If needed, obtain a hydrant water meter from the Water Department for use
during the life of named project.
c. In the event that a water valve on an existing live system be turned off and on
to accommodate the construction of the project is required, coordinate this
activity through the appropriate City representative.
1) Do not operate water line valves of existing water system.
a) Failure to comply will render the Contractor in violation of Texas Penal
Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor
will be prosecuted to the full extent of the law.
b) In addition, the Contractor will assume all liabilities and
responsibilities as a result of these actions.
F. Public Notification Prior to Beginning Construction
1. Prior to beginning construction on any block in the project, on a block by block
basis, prepare and deliver a notice or flyer of the pending construction to the front
door of each residence or business that will be impacted by construction. The notice
shall be prepared as follows:
a. Post notice or flyer and City of Fort Worth Door Hangers, 7 days prior to
beginning any construction activity on each block in the project area.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 11, 2022
Gate 34 Replacement Project at
Meacham International Airport
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0135 13 - 4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1) Prepare flyer on the Contractor's letterhead and include the following
information:
a) Name of Project
b) City Project No (CPN)
c) Scope of Project (i.e. type of construction activity)
d) Actual construction duration within the block
e) Name of the contractor's foreman and phone number
f) Name of the City's inspector and phone number
g) City's after-hours phone number
2) A sample of the `pre -construction notification' flyer is attached as Exhibit
A.
3) City of Fort Worth Door Hangers will be provided to the Contractor for
distribution with their notice.
4) Submit schedule showing the construction start and finish time for each
block of the project to the inspector.
5) Deliver flyer to the City Inspector for review prior to distribution.
b. No construction will be allowed to begin on any block until the flyer and door
hangers are delivered to all residents of the block.
G. Public Notification of Temporary Water Service Interruption during Construction
1. In the event it becomes necessary to temporarily shut down water service to
residents or businesses during construction, prepare and deliver a notice or flyer of
the pending interruption to the front door of each affected resident.
2. Prepared notice as follows:
a. The notification or flyer shall be posted 24 hours prior to the temporary
interruption.
b. Prepare flyer on the contractor's letterhead and include the following
information:
1) Name of the project
2) City Project Number
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 11, 2022
Gate 34 Replacement Project at
Meacham International Airport
0135 13 - 5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
I
1.
At locations in the project where construction activities occur in areas where
2
railroad permits are required, meet all requirements set forth in each designated
3
railroad permit. This includes, but is not limited to, provisions for:
4
a. Flagmen
5
b. Inspectors
6
c. Safety training
7
d. Additional insurance
8
e. Insurance certificates
9
f. Other employees required to protect the right-of-way and property of the
10
Railroad Company from damage arising out of and/or from the construction of
11
the project. Proper utility clearance procedures shall be used in accordance
12
with the permit guidelines.
13
2.
Obtain any supplemental information needed to comply with the railroad's
14
requirements.
15
3.
Railroad Flagmen
16
a. Submit receipts to City for verification of working days that railroad flagmen
17
were present on Site.
18
J. Dust
Control
19
1.
Use acceptable measures to control dust at the Site.
20
a. If water is used to control dust, capture and properly dispose of waste water.
21
b. If wet saw cutting is performed, capture and properly dispose of slurry.
22
K. Employee Parking
23
1.
Provide parking for employees at locations approved by the City.
24 1.5 SUBMITTALS [NOT USED]
25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
26 1.7 CLOSEOUT SUBMITTALS [NOT USED]
27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
28 1.9 QUALITY ASSURANCE [NOT USED]
29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
30 1.11 FIELD [SITE] CONDITIONS [NOT USED]
31 1.12 WARRANTY [NOT USED]
32 PART 2 - PRODUCTS [NOT USED]
33 PART 3 - EXECUTION [NOT USED]
34 END OF SECTION
35
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised March 11, 2022 Meacham International Airport
0135 13 - 6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
Revision Log
DATE
NAM
UMMARY OF CHANGE
I AB — 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.
1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit
Remove references to Air Pollution watch Days and NCTCOG Clean construction
3/11/2022
M Owen
Specification requirements. Clarify need for Door Hangers under in addition to
contractor notification of public.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised March 11, 2022 Meacham International Airport
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SPECIAL PROJECT PROCEDURES
Page 7 of 8
EXHIBIT A
(To be printed on Contractor's Letterhead)
Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 11, 2022
Gate 34 Replacement Project at
Meacham International Airport
2
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013513-8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
EXHIBIT B
FORT WORTH:
DOE NO. xxxx
Project Flame:
NOTICE OF TEMPORARY WATER SERVICE
INTERRUPTION
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)
Y-11
MR.
(CITY INSPECTOR)
AT
(TELEPHONE NUMBER)
THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 11, 2022
CONTRACTOR
Gate 34 Replacement Project at
Meacham International Airport
01 45 23
TESTING AND INSPECTION SERVICES
Page 1 of 2
0 Bre l I [170D7Clip*]
TESTING AND INSPECTION SERVICES
PART 1 - GENERAL
I ff M-1111u IUV M.8414
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised March 9, 2020 Meacham International Airport
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]
1.11 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
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised March 9, 2020 Meacham International Airport
015000-1
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
SECTION 0150 00
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
Provide temporary facilities and controls needed for the Work including, but not
necessarily limited to:
a. Temporary utilities
b. Sanitary facilities
c. Storage Sheds and Buildings
d. Dust control
e. Temporary fencing of the construction site
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. Temporary Utilities
Obtaining Temporary Service
a. Make arrangements with utility service companies for temporary services.
b. Abide by rules and regulations of utility service companies or authorities
having jurisdiction.
c. Be responsible for utility service costs until Work is approved for Final
Acceptance.
1) Included are fuel, power, light, heat and other utility services necessary for
execution, completion, testing and initial operation of Work.
2. Water
a. Contractor to provide water required for and in connection with Work to be
performed and for specified tests of piping, equipment, devices or other use as
required for the completion of the Work.
b. Provide and maintain adequate supply of potable water for domestic
consumption by Contractor personnel and City's Project Representatives.
c. Coordination
1) Contact City 1 week before water for construction is desired
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
01 50 00 - 2
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
d. Contractor Payment for Construction Water
1) Obtain construction water meter from City for payment as billed by City's
established rates.
3. Electricity and Lighting
a. Provide and pay for electric powered service as required for Work, including
testing of Work.
1) Provide power for lighting, operation of equipment, or other use.
b. Electric power service includes temporary power service or generator to
maintain operations during scheduled shutdown.
4. Telephone
a. Provide emergency telephone service at Site for use by Contractor personnel
and others performing work or furnishing services at Site.
Temporary Heat and Ventilation
a. Provide temporary heat as necessary for protection or completion of Work.
b. Provide temporary heat and ventilation to assure safe working conditions.
B. Sanitary Facilities
1. Provide and maintain sanitary facilities for persons on Site.
a. Comply with regulations of State and local departments of health.
2. Enforce use of sanitary facilities by construction personnel at job site.
a. Enclose and anchor sanitary facilities.
b. No discharge will be allowed from these facilities.
c. Collect and store sewage and waste so as not to cause nuisance or health
problem.
d. Haul sewage and waste off -site at no less than weekly intervals and properly
dispose in accordance with applicable regulation.
3. Locate facilities near Work Site and keep clean and maintained throughout Project.
4. Remove facilities at completion of Project
C. Storage Sheds and Buildings
1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor
above ground level for materials and equipment susceptible to weather damage.
2. Storage of materials not susceptible to weather damage may be on blocks off
ground.
3. Store materials in a neat and orderly manner.
a. Place materials and equipment to permit easy access for identification,
inspection and inventory.
4. Equip building with lockable doors and lighting, and provide electrical service for
equipment space heaters and heating or ventilation as necessary to provide storage
environments acceptable to specified manufacturers.
5. Fill and grade site for temporary structures to provide drainage away from
temporary and existing buildings.
6. Remove building from site prior to Final Acceptance.
D. Temporary Fencing
1. Provide and maintain for the duration or construction when required in contract
documents
E. Dust Control
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised July 1, 2011 Meacham International Airport
015000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration ofthe
project.
a. Contractor remains on -call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
1. Contractor or subcontractors are responsible for protecting Work from damage due
to weather.
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]
PART 3 - EXECUTION [NOT USED]
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION [NOT USED]
3.3 PREPARATION [NOT USED]
3.4 INSTALLATION
A. Temporary Facilities
1. Maintain all temporary facilities for duration of construction activities as needed.
3.5 [REPAIR] / [RESTORATION]
3.6 RE -INSTALLATION
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
A. Temporary Facilities
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised July 1, 2011
01 50 00 - 4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1. Remove all temporary facilities and restore area after completion of the Work, to a
condition equal to or better than prior to start of Work.
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
015526-1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Pagel of 3
1 SECTION 0155 26
2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. Administrative procedures for:
7 a. Street Use Permit
8 b. Modification of approved traffic control
9 c. Removal of Street Signs
10 B. Deviations from this City of Fort Worth Standard Specification
11 1. None.
12 C. Related Specification Sections include, but are not necessarily limited to:
13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract
14 2. Division 1 —General Requirements
15 3. Section 34 71 13 — Traffic Control
16 1.2 PRICE AND PAYMENT PROCEDURES
17 A. Measurement and Payment
18 1. Work associated with this Item is considered subsidiary to the various Items bid.
19 No separate payment will be allowed for this Item.
20 1.3 REFERENCES
21 A. Reference Standards
22 1. Reference standards cited in this specification refer to the current reference standard
23 published at the time of the latest revision date logged at the end of this
24 specification, unless a date is specifically cited.
25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINISTRATIVE REQUIREMENTS
27 A. Traffic Control
28 1. General
29 a. Contractor shall minimize lane closures and impact to vehicular/pedestrian
30 traffic.
31 b. When traffic control plans are included in the Drawings, provide Traffic
32 Control in accordance with Drawings and Section 34 71 13.
33 c. When traffic control plans are not included in the Drawings, prepare traffic
34 control plans in accordance with Section 34 71 13 and submit to City for
35 review.
36 1) Allow minimum 10 working days for review of proposed Traffic Control.
CITY OF FORT WORT H Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised March 22, 2021
01 55 26 - 2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1 2) A traffic control "Typical" published by City of Fort Worth, the Texas
2 Manual Unified Traffic Control Devices (TMUTCD) or Texas Department
3 of Transportation (TxDOT) canbe used as an alternative to preparing
4 project/site specific traffic control plan if the typical is applicable to the
5 specific project/site.
6 B. Street Use Permit
7 1. Prior to installation of Traffic Control, a City Street Use Permit isrequired.
8 a. To obtain Street Use Permit, submit Traffic Control Plans to City
9 Transportation and Public Works Department.
10 1) Allow a minimum of 5 working days for permit review.
11 2) It is the Contractor's responsibility to coordinate review of Traffic Control
12 plans for Street Use Permit, such that construction is not delayed.
13 C. Modification to Approved Traffic Control
14 1. Prior to installation traffic control:
15 a. Submit revised traffic control plans to City Department Transportation and
16 Public Works Department.
17 1) Revise Traffic Control plans in accordance with Section 34 7113.
18 2) Allow minimum 5 working days for review of revised Traffic Control.
19 3) It is the Contractor's responsibility to coordinate review of Traffic Control
20 plans for Street Use Permit, such that construction is not delayed.
21 D. Removal of Street Sign
22 1. If it is determined that a street sign must be removed for construction, then contact
23 City Transportation and Public Works Department, Signs and Markings Divisionto
24 remove the sign.
25 E. Temporary Signage
26 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
27 requirements of the latest edition of the Texas Manual on Uniform Traffic Control
28 Devices (MUTCD).
29 2. Install temporary sign before the removalof permanent sign.
30 3. When construction is complete, to the extent that the permanent sign can be
31 reinstalled, contact the City Transportation and Public Works Department, Signs
32 and Markings Division, to reinstall the permanent sign.
33 F. Traffic Control Standards
34 1. Traffic Control Standards can be found on the City'swebsite.
35 1.5 SUBMITTALS [NOT USED]
36 A. Submit all required documentation to City's Project Representative.
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised March 22, 2021 Meacham International Airport
01 55 26 - 3
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 3 of 3
1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
2 1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
4 1.9 QUALITY ASSURANCE [NOT USED]
5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
6 1.11 FIELD [SITE] CONDITIONS [NOT USED]
7 1.12 WARRANTY [NOT USED]
8 PART 2 - PRODUCTS [NOT USED]
9 PART 3 - EXECUTION [NOT USED]
10
11
12
END OF SECTION
Revision Log
DATE
NAME
SUMMARY OF CHANGE
1.4 A. Added language to emphasize minimizing of lane closures and impact to
traffic.
3/22/2021
M Owen
1.4 A. 1. c. Added language to allow for use of published traffic control "Typicals" if
applicable to specific project/site.
1.4 F. 1) Removed reference to Buzzsaw
1.5 Added language re: submittal of permit
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Meacham International Airport
Revised March 22, 2021
015713-1
STORM WATER POLLUTION PREVENTION
Pagel of 3
SECTION 0157 13
STORM WATER POLLUTION PREVENTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Procedures for Storm Water Pollution Prevention Plans
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 3125 00 — Erosion and Sediment Control
1.2 PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Construction Activities resulting in less than 1 acre of disturbance
a. Work associated with this Item is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
2. Construction Activities resulting in greater than 1 acre of disturbance
a. Measurement and Payment shall be in accordance with Section 3125 00.
1.3 REFERENCES
A. Abbreviations and Acronyms
1. Notice of Intent: NOI
2. Notice of Termination: NOT
3. Storm Water Pollution Prevention Plan: SWPPP
4. Texas Commission on Environmental Quality: TCEQ
5. Notice of Change: NOC
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. Integrated Storm Management (iSWM) Technical Manual for Construction
Controls
1.4 ADMINISTRATIVE REQUIREMENTS
A. General
1. Contractor is responsible for resolution and payment of any fines issued associated
with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
0157 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 3125 00 and
Drawings.
2. 1 to less than 5 acres of disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) TCEQ Small Construction Site Notice Required under general permit
TXR150000
a) Sign and post at job site
b) Prior to Preconstruction Meeting, send 1 copy to City Department of
Transportation and Public Works, Environmental Division, (817) 392-
6088.
2) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
3. 5 acres or more of Disturbance
a. Texas Pollutant Discharge Elimination System (TPDES) General Construction
Permit is required
b. Complete SWPPP in accordance with TCEQ requirements
1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee
a) Sign and post at job site
b) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
2) TCEQ Notice of Change required if making changes or updates to NOI
3) Provide erosion and sediment control in accordance with:
a) Section 3125 00
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the project has been completed and all the closeout requirements of
TCEQ have been met a TCEQ Notice of Termination can be submitted.
a) Send copy to City Department of Transportation and Public Works,
Environmental Division, (817) 392-6088.
1.5 SUBMITTALS
A. SWPPP
Submit in accordance with Section 01 33 00, except as stated herein.
a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City
as follows:
1) 1 copy to the City Project Manager
a) City Project Manager will forward to the City Department of
Transportation and Public Works, Environmental Division for review
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
0157 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
B. Modified SWPPP
1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
in accordance with Section 0133 00.
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]
PART 3 - EXECUTION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised July 1, 2011 Meacham International Airport
015813-1
TEMPORARY PROJECT SIGNAGE
Pagel of 3
SECTION 0158 13
TEMPORARY PROJECT SIGNAGE
PART 1 - GENERAL
I ff M-1111u IUV M.8414
A. Section Includes:
1. Temporary Project Signage Requirements
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, STORAGE, AND HANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
A. Design Criteria
1. Provide free standing Project Designation Sign in accordance with City's Standard
Details for project signs.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
0158 13 - 2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
B. Materials
1. Sign
a. Constructed of 3/4-inch fir plywood, grade A-C (exterior) or better
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 INSTALLATION
A. General
1. Provide vertical installation at extents of project.
2. Relocate sign as needed, upon request of the City.
B. Mounting options
a. Skids
b. Posts
c. Barricade
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
A. General
1. Maintenance will include painting and repairs as needed or directed by the City.
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
0158 13 - 3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
SECTION 0160 00
PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
01 60 00
PRODUCT REQUIREMENTS
Pagel 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. A list of City approved products for use is available through the City's website at:
https:Happs.fortworthtexas.gov/ProjectResources/ and following the directory path;
02 - Construction Documents/Standard Products List
B. 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.
C. 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.
D. 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.
E. See Section 0133 00 for submittal requirements of Product Data included onCity'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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised March 9, 2020 Meacham International Airport
01 60 00
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
3/9/2020
D.V. Magaiia
Removed reference to Buzzsaw and noted that the City approved products list is
accessible through the City's website.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised March 9, 2020 Meacham International Airport
01 66 00 - 1
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 1 of 4
SECTION 0166 00
PRODUCT STORAGE AND HANDLING REQUIREMENTS
PART 1 - GENERAL
I ff M-1111u IUV M.8414
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised July 1, 2011
01 66 00 - 2
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 ofpremises.
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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
016600-3
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised July 1, 2011
01 66 00 - 4
PRODUCT STORAGE AND HANDLING REQUIREMENTS
Page 4 of 4
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised July 1, 2011
SECTION 0174 23
CLEANING
PART 1 - GENERAL
1.1 SUMMARY
017423-1
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. M asurement 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
01 74 23 - 2
CLEANING
Page 2 of 4
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised July 1, 2011
017423-3
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. Interior Final Cleaning
1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels andother
foreign materials from sight -exposed surfaces.
2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean.
3. Wash and shine glazing and mirrors.
4. Polish glossy surfaces to a clear shine.
5. Ventilating systems
a. Clean permanent filters and replace disposable filters if units were operated
during construction.
b. Clean ducts, blowers and coils if units were operated without filters during
construction.
6. Replace all burned out lamps.
7. Broom clean process area floors.
8. Mop office and control room floors.
D. 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.
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
01 74 23 - 4
CLEANING
Page 4 of 4
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]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
017719-1
CLOSEOUT REQUIREMENTS
Pagel of 3
1 SECTION 0177 19
2 CLOSEOUT REQUIREMENTS
3 PART 1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 1. The procedure for closing out a contract
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 A. Guarantees, Bonds and Affidavits
19 1. No application for final payment will be accepted until all guarantees, bonds,
20 certificates, licenses and affidavits required for Work or equipment as specified are
21 satisfactorily filed with the City.
22 B. Release of Liens or Claims
23 1. No application for final payment will be accepted until satisfactory evidence of
24 release of liens has been submitted to the City.
25 1.5 SUBMITTALS
26 A. Submit all required documentation to City's Project Representative.
27
28 1.6 INFORMATIONAL SUBMITTALS [NOT USED]
29
30 1.7 CLOSEOUT SUBMITTALS [NOT USED]
31 PART 2 - PRODUCTS [NOT USED]
32
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Meacham International Airport
Revised March 22, 2021
01 77 19 - 2
CLOSEOUT REQUIREMENTS
Page 2 of 3
1 PART 3 - EXECUTION
2 3.1 INSTALLERS [NOT USED]
3 3.2 EXAMINATION [NOT USED]
4 3.3 PREPARATION [NOT USED]
5 3.4 CLOSEOUT PROCEDURE
6 A. Prior to requesting Final Inspection, submit:
7 1. Project Record Documents in accordance with Section 0178 39
8 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23
9 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
10 01 74 23.
11 C. Final Inspection
12 1. After final cleaning, provide notice to the City Project Representative that the Work
13 is completed.
14 a. The City will make an initial Final Inspection with the Contractor present.
15 b. Upon completion of this inspection, the City will notify the Contractor, in
16 writing within 10 business days, of any particulars in which this inspection
17 reveals that the Work is defective or incomplete.
18 2. Upon receiving written notice from the City, immediately undertake the Work
19 required to remedy deficiencies and complete the Work to the satisfaction ofthe
20 City.
21 3. The Right-of-way shall be cleared of all construction materials, barricades, and
22 temporary signage.
23 4. Upon completion of Work associated with the items listed in the City'swritten
24 notice, inform the City that the required Work has been completed. Upon receipt of
25 this notice, the City, in the presence of the Contractor, will make a subsequent Final
26 Inspection of the project.
27 5. Provide all special accessories required to place each item of equipment in full
28 operation. These special accessory items include, but are not limitedto:
29 a. Specified spareparts
30 b. Adequate oil and grease as required for the first lubrication of the equipment
31 c. Initial fill up of all chemical tanks and fuel tanks
32 d. Lightbulbs
33 e. Fuses
34 £ Vault keys
35 g. Handwheels
36 h. Other expendable items as required for initial start-up and operation ofall
37 equipment
38 D. Notice of Project Completion
39 1. Once the City Project Representative finds the Work subsequent to Final Inspection
40 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
41 E. Supporting Documentation
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised March 22, 2021 Meacham International Airport
1
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017719-3
CLOSEOUT REQUIREMENTS
Page 3 of 3
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 (ifrequired)
£ 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 Letterof
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
3/22/2021
M Owen
3.4 C. Added language to clarify and emphasize requirement to " Clearing ROW"
CITY OF FORT WORT H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised March 22, 2021
Gate 34 Replacement Project at
Meacham International Airport
017823-1
OPERATION AND MAINTENANCE DATA
Page I of 5
SECTION 0178 23
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
IRi l<.Y11U lu /:11:7./
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 01 33 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 '/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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised December 20, 2012
01 78 23 - 2
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
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised December 20, 2012 Meacham International Airport
01 78 23 - 3
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
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 Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised December 20, 2012
01 78 23 - 4
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
£ 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate 34 Replacement Project at
Revised December 20, 2012 Meacham International Airport
01 78 23 - 5
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Replacement Project at
Revised December 20, 2012 Meacham International Airport
0 019i Ic��.c�jrE;ris
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
19M11I1u lu M.1414
A. Section Includes:
01 78 39 - 1
PROJECT RECORD DOCUMENTS
Page 1 of 4
1. Work associated with the documenting the project and recording changes to project
documents, including:
a. Record Drawings
b. Water Meter Service Reports
c. Sanitary Sewer Service Reports
d. Large Water Meter Reports
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
A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to
City's Project Representative.
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
A. Accuracy of Records
1. Thoroughly coordinate changes within the Record Documents, making adequate
and proper entries on each page of Specifications and each sheet of Drawings and
other Documents where such entry is required to show the change properly.
2. Accuracy of records shall be such that future search for items shown in the Contract
Documents may rely reasonably on information obtained from the approved Project
Record Documents.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
01 78 39 - 2
PROJECT RECORD DOCUMENTS
Page 2 of 4
3. To facilitate accuracy of records, make entries within 24 hours after receipt of
information that the change has occurred.
4. Provide factual information regarding all aspects of the Work, both concealed and
visible, to enable future modification of the Work to proceed without lengthy and
expensive site measurement, investigation and examination.
1.10 STORAGE AND HANDLING
A. Storage and Handling Requirements
1. Maintain the job set of Record Documents completely protected from deterioration
and from loss and damage until completion of the Work and transfer of all recorded
data to the final Project Record Documents.
2. In the event of loss of recorded data, use means necessary to again secure the data
to the City's approval.
a. In such case, provide replacements to the standards originally required by the
Contract Documents.
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WARRANTY [NOT USED]
PART 2 - PRODUCTS
2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED]
2.2 RECORD DOCUMENTS
A. Job set
1. Promptly following receipt of the Notice to Proceed, secure from the City, at no
charge to the Contractor, 1 complete set of all Documents comprising the Contract.
B. Final Record Documents
1. At a time nearing the completion of the Work and prior to Final Inspection, provide
the City 1 complete set of all Final Record Drawings in the Contract.
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 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
1. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCUMENTS - JOB SET".
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
01 78 39 - 3
PROJECT RECORD DOCUMENTS
Page 3 of 4
2. Preservation
a. Considering the Contract completion time, the probable number of occasions
upon which the job set must be taken out for new entries and for examination,
and the conditions under which these activities will be performed, devise a
suitable method for protecting the job set.
b. Do not use the job set for any purpose except entry of new data and for review
by the City, until start of transfer of data to final Project Record Documents.
c. Maintain the job set at the site of work.
3. Coordination with Construction Survey
a. At a minimum, in accordance with the intervals set forth in Section 01 71 23,
clearly mark any deviations from Contract Documents associated with
installation of the infrastructure.
4. Making entries on Drawings
a. Record any deviations from Contract Documents.
b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the
change by graphic line and note as required.
c. Date all entries.
d. Call attention to the entry by a "cloud" drawn around the area or areas affected.
e. In the event of overlapping changes, use different colors for the overlapping
changes.
5. Conversion of schematic layouts
a. In some cases on the Drawings, arrangements of conduits, circuits, piping,
ducts, and similar items, are shown schematically and are not intended to
portray precise physical layout.
1) Final physical arrangement is determined by the Contractor, subject tothe
City's approval.
2) However, design of future modifications of the facility may require
accurate information as to the final physical layout of items which are
shown only schematically on the Drawings.
b. Show on the job set of Record Drawings, by dimension accurate to within 1
inch, the centerline of each run of items.
1) Final physical arrangement is determined by the Contractor, subject tothe
City's approval.
2) Show, by symbol or note, the vertical location of the Item ("under slab", "in
ceiling plenum", "exposed", and the like).
3) Make all identification sufficiently descriptive that it may be related
reliably to the Specifications.
c. The City may waive the requirements for conversion of schematic layouts
where, in the City's judgment, conversion serves no useful purpose. However,
do not rely upon waivers being issued except as specifically issued in writing
by the City.
B. Final Project Record Documents
Transfer of data to Drawings
a. Carefully transfer change data shown on the job set of Record Drawings to the
corresponding final documents, coordinating the changes as required.
b. Clearly indicate at each affected detail and other Drawing a full description of
changes made during construction, and the actual location of items.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
Revised July 1, 2011 am International Airport
01 78 39 - 4
PROJECT RECORD DOCUMENTS
Page 4 of 4
c. Call attention to each entry by drawing a "cloud" around the area or areas
affected.
d. Make changes neatly, consistently and with the proper media to assure
longevity and clear reproduction.
2. Transfer of data to other Documents
a. If the Documents, other than Drawings, have been kept clean during progress of
the Work, and if entries thereon have been orderly to the approval of the City,
the job set of those Documents, other than Drawings, will be accepted as final
Record Documents.
b. If any such Document is not so approved by the City, secure a new copy of that
Document from the City at the City's usual charge for reproduction and
handling, and carefully transfer the change data to the new copy to the approval
of the City.
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
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Gate Meacham
Replacement Project at
am International Airport
Revised July 1, 2011
Meacham International Airport
Gate 34 Replacement
ITEM SS-120 CONSTRUCTION SAFETY AND SECURITY
DESCRIPTION
120-1.1 This item covers safety and security for construction of the proposed improvements.
The attention of the bidder is directed to the necessity for careful examination of the entire project site to
determine, at the time of bid preparation, the full extent of work to be done under the item "Construction
Safety and Security."
The item "Construction Safety and Security" shall include:
1. Lighted Barricades
2. Temporary Signs
3. Airport Security Requirements
4. Airport Safety Requirements
CONSTRUCTION METHODS
120-2.1 Lighted barricades
a. The Contractor shall furnish, install, maintain, and remove lighted barricades in accordance with
details on the plans and as directed by the Engineer The lighted barricades shall be constructed and
installed as shown on the plans. All lighted barricades and closed taxiway and runway markers shall be
constructed in accordance with AC 150/5370-2G Operational Safety on Airports During Construction.
b. All work involved in the furnishing, installation, maintenance, and removal of lighted barricades
and barrels will not be measured for separate payment, but will be considered subsidiary to the bid item
"Construction Safety and Security."
120-2.2 Temporary signs. The Contractor shall furnish, install, maintain, and remove temporary signs in
accordance with details on the plans and as directed by the Engineer. All temporary signs shall be
constructed in accordance with AC 150/5370-2 Operational Safety on Airports During Construction, latest
edition. All work involved in the furnishing, installation, maintenance, and removal of temporary signs will not
be measured for separate payment but will be considered subsidiary to the bid item "Construction Safety and
Security."
120-2.3 Airport security requirements. The Contractor shall abide by the Airport Security requirements that
are outlined in the Construction Safety and Phasing Plan (CSPP). Any costs associated with the Airport
Security requirements will not be measured for separate payment but will be considered subsidiary to the bid
item "Construction Safety and Security."
120-2.4 Airport safety requirements. The Contractor shall abide by the Airport Safety requirements that are
outlined in the Construction Safety and Phasing Plan (CSPP). All costs associated with the Airport Safety
requirements will not be measured for separate payment but will be considered subsidiary to the bid item
"Construction Safety and Security."
MEASUREMENT AND PAYMENT
120-3.1 Construction safety and security will be measured as a lump sum complete item. Work completed
and accepted under this item will be paid for at the contract lump sum price bid for "Construction Safety and
Security", which price shall be full compensation for furnishing all labor, tools, equipment and incidentals
CSC No. 58200
SS-120-1 G rver Project No. 22A11016
Meacham International Airport
Gate 34 Replacement
necessary to complete the work.
Periodic payments will be made under this item in proportion to the amount of work accomplished, as
determined by the Engineer.
Payment will be made under:
Item SS-120-3.1 Construction Safety and Security - per Lump Sum
END OF ITEM SS-120
CSC No. 58200
SS-120-2 G rver Project No. 22A11016
ITEM SS-242 ORNAMENTAL STEEL FENCE
DESCRIPTION
242-1.1 This item shall consist of furnishing and erecting an ornamental steel fence in accordance with
these specifications and the details shown on the plans and in conformity with the lines and grades shown
on the plans or established by the Engineer.
241-1.1 This item shall consist of the construction of an ornamental ditch structure at locations along the
fence, in accordance with this specification at the locations shown on the plans or as directed by the
Engineer.
MATERIALS
242-2.1 GENERAL. The Contractor shall supply a total fence system of industrial ornamental steel fence.
The system shall include all components (i.e., panels, posts, gates and hardware) required. The
manufactured fence system shall be capable of meeting the vertical load, horizontal load, and infill
performance requirements for Industrial weight fences under ASTM F2408. All material shall be black in
color.
242-2.2 FENCE PANELS AND POSTS Steel material for fence panels and posts shall conform to the
requirements of ASTM A653/A653M, with a minimum yield strength of 45,000 psi (344 MPa) and a minimum
zinc (hot -dip galvanized) coating weight of 0.60 oz/ft2 (276 g/m2), Coating Designation G-60. Posts shall be
a minimum of 3" square x 12 Ga.
242-2.3 FENCE PICKETS AND RAILS. Pickets shall be 1" square x 14 Ga. tubing. The rails shall be steel
channel, 1.75" x 1. 75" x .105". Picket holes in the rail shall be spaced 4.715" o.c.
242-2.4 GATES. For gate systems, posts shall be a minimum of 3" square x 12 Ga. Gate frames shall
conform to all other requirements listed in the specifications under paragraph 242-2.2 and 242-2.3. The
panels shall be of the same type material as used in the fence. Gates shall be access controlled with
proximity access readers. Access reader and material required for construction is to meet requirements of
SS-350.
242-2.5 CONCRETE. Concrete shall conform to the Specification P-610. Any concrete placed at or above
the ground surface shall contain 3-7 percent air content.
242-2.6 FENCE COATING REQUIREMENTS The black coating must adhere to the following
performance requirements:
Coating Performance Requirements
Quality
ASTM Test Method
Performance Requirements
Characteristics
Adhesion
D3359 — Method B
Adhesion (Retention of Coating) over 90% of test
area (Tape and knife test).
Corrosion
B117, D714 & D1654
Corrosion Resistance over 1,500 hours (Scribed per
Resistance
D1654; failure mode is accumulation of 1/8" coating
loss from scribe or medium #8 blisters).
Impact Resistance
D2794
Impact Resistance over 60 inch lb. (Forward impact
using 0.625" ball).
Weathering
D822 D2244, D523 (60°
Weathering Resistance over 1,000 hours (Failure
Resistance
Method)
mode is 60% loss of gloss or color variance of more
than 3 delta-E color units).
CONSTRUCTION METHODS
242-3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris as identified in SS-
SS-242-1
120-2.7, which would interfere with the proper construction of the fence in the required location shall be
removed a minimum width of 5 feet on each side of the fence centerline before starting fencing
operations. The cost of removing and disposing of the material shall not constitute a pay item and shall be
considered incidental to fence construction.
242-3.2 INSTALLING POSTS. All posts shall be set in concrete at the required dimension and depth and
at the spacing shown on the plans. Posts should be spaced not more than 8 feet apart and should be set
a minimum of 36 inches (90 cm) in concrete footings. If the frost depth is greater than 36 inches (90 cm),
the posts should be set accordingly. The posts holes shall be in proper alignment so that there is a
minimum of 3 inches (75 mm) of concrete on all sides of the posts.
The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a
smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be
set plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall
the posts be disturbed in any manner within 7 days after the individual post footing is completed.
Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than
the greatest dimension of the posts shall be drilled to the embedment depth shown in the Plans. After the
posts are set, the remainder of the drilled hole shall be filled with Portland cement concrete. Any
remaining space above the rock shall be filled with concrete in the manner described above.
In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall
be made for rock excavation.
When cutting/drilling rails or posts adhere to the following steps to seal the exposed steel surfaces:
1) Remove all metal shavings from cut area.
2) Apply zinc -rich primer to thoroughly cover cut edge and/or drilled hole; let dry.
3) Apply 2 coats of custom finish paint matching fence color.
Failure to seal exposed surfaces per steps 1-3 above will negate fence warranty.
242-3.3 INSTALLING FENCE PANELS. Fence panels shall be attached to posts with brackets supplied
by the manufacturer. Panels shall be installed per manufacturer requirements.
242-3.4 ELECTRICAL GROUNDS. Electrical grounds shall be constructed where a power line passes
over the fence. The ground shall be accomplished with a copper clad rod 10 feet (240 cm) long and a
minimum of 1/4 inch in diameter driven vertically until the top is 6 inches (150 mm) below the ground
surface. A No. 6 solid copper conductor shall be clamped to the rod and to the fence in such a manner
that each element of the fence is grounded. Installation of ground rods shall not constitute a pay item and
shall be considered incidental to fence construction.
242.3.5 PLACING AND FINISHING. The concrete shall be deposited in the forms upon the wetted
subgrade to such depth that when it is compacted and finished, the top shall be at the required elevation.
It shall be thoroughly consolidated and the edges along the form spaded to prevent honeycomb. The top
shall then be struck off with a straightedge and tamped or vibrated sufficiently to flush mortar to the
surface, after which it shall be finished with a wood float to a smooth and even surface.
Plastering will not be permitted but minor defects shall be filled with a cement mortar (1 part Portland
cement to 2 parts concrete sand) applied with a wood float.
When completed, the concrete shall be properly cured by covering with polyethylene sheets conforming to
ASTM C 171 or a liquid membrane forming compound conforming to ASTM C 309, Type 2, or other
SS-242-2
methods approved by the Engineer.
242.3.6 BACKFILLING. After the forms have been removed, the spaces on each side shall be backfilled
with suitable material, which shall be firmly compacted by means of approved mechanical equipment and
neatly graded. Backfilling will not be measured for separate payment, but shall be considered subsidiary
to the item "Ornamental Ditch Structure."
242.3.7 EROSION CONTROL STRIP.
a. Subgrade. The subgrade shall be excavated or filled to the required grade. Soft and yielding
material shall be removed and replaced with suitable material and the entire subgrade shall be thoroughly
compacted with approved mechanical equipment.
b. Forms. Forms shall be constructed of metal or wood, free from warp, and of sufficient strength to
resist springing during the process of depositing concrete. They shall be securely staked, braced, set and
held firmly to the required line and grade. Forms shall be cleaned and oiled before concrete is placed
against them.
c. Placing and Finishing. The concrete shall be deposited in the forms upon the wetted subgrade to
such depth that when it is compacted and finished, the top shall be at the required elevation. It shall be
thoroughly consolidated and the edges along the form spaded to prevent honeycomb. The top shall then
be struck off with a straightedge and tamped or vibrated sufficiently to flush mortar to the surface, after
which it shall be finished with a wood float to a smooth and even surface.
Transverse joints shall be cut with a'/2" jointer at each fence post, or as directed by the RPR.
Plastering will not be permitted but minor defects shall be filled with a cement mortar (1 part Portland
cement to 2 parts concrete sand) applied with a wood float.
When completed, the concrete shall be properly cured by covering with polyethylene sheets
conforming to ASTM C171 or a liquid membrane forming compound conforming to ASTM C309, Type 2,
or other methods approved by the Engineer.
d. Backfilling. After the forms have been removed, the spaces on each side shall be backfilled with
suitable material, which shall be firmly compacted by means of approved mechanical equipment and
neatly graded.
e. Expansion Joints. A space not less than '/2" wide shall be left between the sides of the skirt and
adjacent pavement or other structure and at 100 foot intervals, as directed. This space shall be filled with
approved premolded joint filler meeting the requirements of ASTM D1752.
METHOD OF MEASUREMENT
242-4.1 Ornamental steel fence will be measured for payment by the linear foot of the specified height.
Measurement will be along the top of the fence from center to center of end posts, excluding the length
occupied by gate openings.
BASIS OF PAYMENT
242-5.1 Payment for Ornamental Steel fence will be made at the contract unit price per linear foot. The
SS-242-3
price shall be full compensation for furnishing all materials, and for all preparation, erection, and
installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete
the item.
Payment will be made under:
Item SS-242-5.1 7-Foot Ornamental Steel Fence —per Linear Foot
END OF ITEM SS-242
SS-242-4
Fort Worth Meacham International
Gate 34 Replacement
ITEM SS-300 BASIC ELECTRICAL REQUIREMENTS
DESCRIPTION
300-1.1 This item shall consist of furnishing and installing complete electrical systems as defined in the
plans and in these specifications. The work includes the installation, connection and testing of new
electrical systems, equipment and all required appurtenances to construct and demonstrate proper
operation of the completed electrical systems.
300-1.2 The Contractor shall maintain current copies of all referenced and applicable standards on the
job site. The Contractor is responsible to make known to the Engineer any conflict between plans and
specifications that he observes or of which he is made aware.
300-1.3 This work shall consist of lockout/tagout procedures at the local power source in accordance with
the design and details shown in the plans and in compliance with these specification documents.
EQUIPMENT AND MATERIALS
300-2.1 Standards.
a. Applicable National Fire Protection Association (NFPA) codes, including but not limited to:
(1) NFPA 70 - National Electrical Code.
(2) NFPA 70E - Standard for Electrical Safety in the Workplace.
(3) NFPA 101 -Life Safety Code.
(4) Internet Website: http://www.nfpa.org
b. Applicable Code of Federal Regulations (CFR) codes, including but not limited to:
(1) 29 CFR 1910 - Occupational Safety and Health Standards (OSHA)
(2) 29 CFR 1926 - Safety and Health Regulations for Construction.
(3) Internet Website: http://www.gpoaccess.gov/cfr/index.html
C. ANSI/IEEE C2 - National Electrical Safety Code.
d. NECA 1 — Standard for Good Workmanship in Electrical Construction.
e. Applicable Federal, State and Local Electrical Codes.
f. Applicable Federal, State and Local Energy Codes.
g. Applicable Federal, State and Local Building Codes.
h. Applicable Federal, State and Local Fire Codes.
i. Applicable City Electrical Code.
j. Applicable City Ordinances pertaining to electrical work.
k. Applicable Federal, State and Local - Environmental, Health and Safety Laws and
Regulations.
Contractor shall utilize the most current editions of standards, which are current at time of bid and as
recognized by the Authority Having Jurisdiction for the respective standard.
300-2.2 General.
a. All equipment and materials covered by referenced specifications shall be subject to
acceptance through manufacturer's certification of compliance with the applicable specification when
requested by the Engineer. All equipment and materials shall be new and meet applicable manufacturer's
standards. All electrical components and products shall be tested and listed by an OSHA accepted,
nationally recognized testing laboratory (NRTL) to conform to the standards indicated in these contract
documents and to the industry standards required in the NEC, NEMA, IEEE, UL, and applicable FAA
advisory circulars.
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Gate 34 Replacement
b. Manufacturer's certifications shall not relieve the Contractor of the Contractor's responsibility
to provide materials in accordance with these specifications and acceptable to the Engineer. Materials
supplied and/or installed that do not materially comply with these specifications shall be removed, when
directed by the Engineer and replaced with materials, which do comply with these specifications, at the sole
cost of the Contractor.
C. All materials and equipment used to construct this item shall be submitted to the Engineer
for approval prior to ordering the equipment. Submittals consisting of marked catalog sheets or shop
drawings shall be provided. Submittal data shall be presented in a clear, precise and thorough manner.
Original catalog sheets are preferred. Photocopies are acceptable provided they are as good a quality as the
original. Clearly and boldly mark each copy to identify pertinent products or models applicable to this project.
Indicate all optional equipment and delete non -pertinent data. Submittals for components or electrical
equipment and systems shall identify the equipment for which they apply on each submittal sheet. Markings
shall be boldly and clearly made with arrows or circles (highlighting is not acceptable). Contractor is solely
responsible for delays in project accruing directly or indirectly from late submissions or resubmissions of
submittals.
d. The data submitted shall be sufficient, in the opinion of the Engineer, to determine
compliance with the Contract Documents plans and specifications. The Engineer reserves the right to reject
all equipment, materials or procedures, which, in the Engineer's opinion, does not meet the system design
and the standards and codes, specified herein.
e. All equipment and materials furnished and installed under this section shall be guaranteed
against defects in materials and workmanship for a period of at least twelve (12) months from final
acceptance by the Owner. The defective materials and/or equipment shall be repaired or replaced, at the
Owner's discretion, with no additional cost to the Owner.
f. After approval of submitted equipment, the Contractor shall supply the following Operation
and Maintenance Manual documentation to the Owner. Two (2) complete sets of documentation shall be
supplied for each model of equipment. The documentation shall be securely bound in heavy-duty 3-ring
binders. The information for each piece of equipment shall be indexed using typewritten label tabs. The
spine of each binder shall have a typewritten label, which indicates the included equipment types. The
documentation shall include:
(1) Approved Submittals and Shop Drawings
(2) Cable Splicer Qualifications, Type and Voltage
(3) State Contractors License with Electrical Classification
(4) Master, Journeyman and Apprentice Electrician Licenses and Certifications
(5) Lockout/Tagout Program
(6) Installation Manuals
(7) Operation Manuals
(8) Maintenance Manuals
(9) Parts Lists, including recommended spare parts. Recommended spare parts
shall be furnished with the respective equipment.
(10) Ground Rod Impedance Test Reports
(11) Insulation Resistance Test Reports
g. After approval of the O&M Manuals, the Contractor shall provide three (3) complete
electronic copies of all documentation in Adobe PDF file format on CD-R (non-rewriteable) discs storage
media. The electronic files shall contain searchable text and include a hyperlink index for ease in locating
information with the PDF file.
h. All requirements herein Item SS-300 shall be applicable to all referenced sections in these
contract documents and applicable to all sections, which reference Item SS-300.
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Gate 34 Replacement
300-2.3 Operation and maintenance data.
Assemble a complete set of operation and maintenance data indicating operation and maintenance of each
system, subsystem, and piece of equipment. Provide bound hard copies and electronic copies as noted in
section 300-2.2.
a. Certificate of Substantial Completion, Release and Contractor's Affidavit, executed
copies.
b. Final approved equipment submittals, including product data sheets and shop drawings,
clearly labeled.
C. Installation manuals: Description of function, installation and calibration manuals, normal
operating characteristics and limitations, performance curves, engineering data and tests, and complete
nomenclature and commercial numbers of all replaceable parts.
d. Operations manuals: Manufacturer's printed operating instructions and procedures to
include start-up, break-in, routine and normal operating instructions; regulation, control, stopping,
shutdown, and emergency instructions; summer and winter operating instructions; and all programming
and equipment settings.
e. Maintenance manuals: Maintenance procedures for routine preventative maintenance
and troubleshooting; disassembly, repair, and reassembly; aligning and adjusting instructions.
f. Service manuals: Servicing instructions and lubrication charts and schedules, including
the names and telephone numbers of personnel to contact for both routine periodic and warranty service
for equipment and materials provided under this Specification.
g. Final test reports, clearly labeled, including but not limited to, insulation resistance test
reports, ground rod impedance test reports, cable pulling tension values logs, and equipment certification
tests.
h. Final certified calibration sheets for all equipment and instruments.
300-2.4 Wire.
For ratings up to 600 volts, moisture and heat resistant thermoplastic wire conforming to Commercial Item
Description A-A-59544A Type THWN-2 shall be used. The wires shall be of the type, size, number of
conductors, and voltage shown in the plans or in the proposal.
Service, underground feeder, and underground branch circuit wiring shall be minimum Type
THHN/THWN-2 unless otherwise noted.
Indoor feeder and indoor branch circuit wiring shall be minimum Type THHN/THWN-2 unless otherwise
noted.
Unless otherwise indicated, conductors No. 10 AWG and smaller shall be solid, and conductors
No. 8 AWG and larger shall be stranded.
For electrical work of 600 volts or less, all conductors, terminations, terminal blocks, lugs, connectors,
devices and equipment shall be listed, marked, and rated 75 degrees C minimum unless otherwise noted.
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Gate 34 Replacement
Use pulling means, including fish tape, cable, rope, and basket -weave wire/cable grips that will not
damage cables or raceway. Pull ropes and pull wires shall have sufficient tensile strength for the cable(s)
to be pulled and installed. Damaged cable or raceway shall be replaced at no additional cost to the
Owner. Calculate and do not exceed the maximum allowable pulling tension or maximum allowable
sidewall bearing pressure for all conductors and cables.
Install pull wires in empty raceways. Use a polypropylene plastic line with not less than 200-pound tensile
strength. Secure and leave at least 12 inches of slack at each end of pull wire to prevent it from slipping
back into the conduit. Cap spare raceways with removable tapered plugs, designed for this purpose.
300-2.5 Conduit. Rigid steel conduit and fittings shall conform to the requirements of Underwriters
Laboratories Standard 6, 514, and 1242.
300-2.6 Plastic conduit (for use below grade only). Plastic conduit and fittings -shall conform to the
requirements of Fed Spec. W-C-1094 and Underwriters Laboratories Standards UL-651 and shall be one of
the following, as shown in the plans:
a. Type I - Schedule 40 PVC suitable for underground use either direct -buried or encased in
concrete.
b. Type II - Schedule 40 PVC suitable for either above ground or underground use
C. Type III - Schedule 80 PVC suitable for either above ground or underground use either
direct -buried or encased in conduit.
Plastic conduit adhesive shall be a solvent cement manufactured specifically for gluing the specific type of
plastic conduit and fitting.
300-2.7 Tape. Rubber and plastic electrical tapes shall be Scotch Electrical Tape Numbers 23 and 88,
respectively, as manufactured by the Minnesota Mining and Manufacturing Company, or an approved equal.
The electrical installation shall conform to the requirements of the latest edition of National Fire Protection
Association, NFPA-70, National Electrical Code.
Copies of the National Electrical Code may be obtained from the National Fire Protection Associations,
Inc., One Batterymarch Park, Quincy, Massachusetts 02269.
300-2.8 Concrete. Concrete shall be a commercial grade ready mix with a minimum 28-day compressive
strength of 3500 PSI (unless otherwise noted) using 1-inch (25-mm) maximum size course aggregate, as
determined by test cylinders made in accordance with ASTM C 31 and tested in accordance with ASTM C
39. Concrete located within one foot of the proposed ground surface shall contain 4 to 6 percent air
content.
Mixing Conditions: Concrete shall not be mixed while the air temperature is below 40°F (4°C) without
permission of the Engineer. If permission is granted for mixing under such conditions, aggregates or
water, or both, shall be heated and the concrete shall be placed at a temperature not less than 50°F
(10°C) nor more than 100°F (38°C). The Contractor shall be held responsible for any defective work,
resulting from freezing or injury in any manner during placing and curing, and shall replace such work at
his/her expense.
Placing Concrete: All concrete shall be placed during daylight, unless otherwise approved by the Engineer.
Cold Weather Protection: When concrete is placed at temperatures below 40°F (4°C), the Contractor shall
provide satisfactory methods and means to protect the mix from injury by freezing. The aggregates, or
water, or both, shall be heated to place the concrete at temperatures between 50°F and 100°F (10°C and
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Gate 34 Replacement
38°C). After the concrete has been placed, the Contractor shall provide sufficient protection such as
cover, canvas, framework, heating apparatus, etc., to enclose and protect the structure and maintain the
temperature of the mix at not less than 50°F (10°C) until at least 60% of the designed strength has been
attained.
Reinforcing: All reinforcing steel bars shall conform to ASTM A615, Grade 60.
Flowable backfill material may only be used where specifically indicated in the Plan details.
CONSTRUCTION METHODS
300-3.1 Lockout/tagout program. The Contractor shall provide a complete copy of an electrical energy
source Lockout/Tagout Program to the Owner, with copy to the Engineer. The document shall clearly
identify the on -site master electricians and their contact information, including office and mobile telephone
numbers.
The Lockout/Tagout Program shall comply with Part 1910 — Occupational Safety and Health Standards
(OSHA) Subpart S — Electrical, and meet the requirements of 29 CFR 1910.147, The Control of
Hazardous Energy (Lockout/Tagout), including requirements listed in 1910.331 through 1910.335.
Implementation of the Lockout/Tagout Program and all other related safety requirements are the sole
responsibility of the Contractor.
300-3.2 Safety program. The Contractor shall implement an electrical safety program that complies with
NFPA 70E and 29 CFR 1926.
Implementation of the Electrical Safety Program, determining and providing proper Personal Protective
Equipment (PPE), training and enforcing personnel to wear the prescribed PPE, conducting work area
safety inspections (including correcting deficiencies), and all other related safety requirements are the sole
responsibility of the Contractor.
All work involved in the preparation and implementation of the safety program will not be measured for
separate payment but will be considered subsidiary to the lockout/tagout bid item.
300-3.3 Preconstruction meeting.
A preconstruction meeting will be held with the Airport, Engineer and Contractor, prior to any work. Complete
submittals and shop drawings will be submitted at this time for review. An equipment procurement schedule
will be provided by the Contractor with an anticipated field construction start date. The progress construction
schedule will be submitted for review each week and shall outline all installation, testing and demolition work.
300-3.4 General.
The Contractor shall be responsible for coordinating all electrical work with the Utility. The Contractor
shall provide temporary service conductors and raceway system. The Contractor shall then provide and
connect permanent service conductors and raceway system after the completion.
All secondary conductors and controls, signaling and lighting shown in or on buildings are included in this
project. Electrical service shall be extended from the service equipment as indicated.
In general, the various electrical equipment and material to be installed by the various trades under this
specification shall be run as indicated, as specified herein, as required by particular conditions at the site,
and as required to conform to the generally accepted standards to complete the work in a neat and
satisfactory manner. The following is a general outline concerning the running of various systems and is
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SS-300-5 Garver Project No. 22A11016
Fort Worth Meacham International Airport
Gate 34 Replacement
to be expected where the drawings or conditions at the buildings necessitate deviating from these
standards.
The drawings and specifications are complementary; any work required by one, but not by the other, shall
be performed as though required by both.
The Contractor shall maintain copies of all equipment installation manuals on site during construction.
All conduits shall be run exposed in the equipment rooms or run concealed as indicated.
The construction details of the building are illustrated on the drawings. Each Contractor shall thoroughly
acquaint himself with the details before submitting his bid as no allowances will be made because of the
Contractor's unfamiliarity with these details.
The electrical plans do not give exact locations, etc., and do not show all the offsets, control lines, junction
boxes, and other installation details. Each Contractor shall carefully lay out his work at the site to conform
to the job conditions, to conform to details of installation supplied by the manufacturers of the equipment
to be installed, and thereby to provide complete operating systems.
The electrical plans show diagrammatically the locations of the various electrical outlets and apparatus
and the method of circulating and controlling them. Exact locations of these outlets and apparatus shall
be determined by reference to the general plans and to all detail drawings, etc., by measurements at the
buildings, and in cooperation with other crafts, and in all cases shall be subject to the approval of the
Engineer. The Engineer reserves the right to make any reasonable change in location of any outlet or
apparatus before installation, without additional cost to the Owner.
These Specifications and the accompanying Drawings are intended to cover systems which will not
interfere with the structure of the buildings, which will fit into the several available spaces, and which will
insure complete and satisfactory systems. Each bidder shall be responsible for the proper fitting of his
material and apparatus into the buildings.
Should the particular equipment which any bidder proposes to install require other space conditions than
those indicated on the Drawings, he shall arrange for such space with the Engineer before submitting his
bid. Should changes become necessary because of failure to comply with this clause, the Contractor shall
make such changes at the Contractor's expense.
Should the particular equipment which any bidder proposes to install require other installation methods,
such as larger light base junction structures, etc., he shall include all such equipment and appurtenances
in his bid. Should changes become necessary because of failure to coordinate equipment requirements
and comply with this clause, the Contractor shall make such changes at the Contractor's expense.
The Contractor shall be responsible to see that each party furnishes electrical equipment which meets the
electrical requirements specified herein and that all systems work together to produce the specified
operation.
Where two or more units of the same kind or class of equipment are required, these shall be products of a
single manufacturer; however, the component parts need not be the products of one manufacturer.
Each Contractor shall submit working scale drawings of all his apparatus and equipment which in any way
varies from these Specifications and Plans, which shall be checked by the Engineer and approved
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Gate 34 Replacement
before the work is started, and interferences with the structural conditions shall be corrected by the
Contractor before the work proceeds.
Electrical equipment, such as switchgear, switchboards, panelboards, load centers and other power
supply equipment, shall not be used as a common enclosure, pull box or junction box for routing
conductors of different systems, unless the equipment is specifically designed for this purpose and
indicated as such on the Plans.
All electrical equipment shall be securely mounted as indicated in the plans, as required by the contract
specifications, as required by guidelines and codes, and as required by the manufacturer using hardware
compliant with the environmental conditions.
Interior components of electrical enclosures shall be securely mounted using appropriate hardware within
the enclosure. Adhesives or adhesive tapes/strips are not allowed and are prohibited.
Electrical components, including but not limited to, relays, circuit boards, electronics, etc., shall be
installed within approved enclosures.
The Contractor shall keep ends of conduits, including those extending through roofs, equipment and
fixtures covered or closed with caps or plugs to prevent foreign material from entering during construction.
Where portions of raceways are known to be subjected to different temperatures, where condensation is a
problem, and where passing from interior to exterior of a building, the portion of raceway or sleeve shall be
filled with an approved material to prevent the circulation of air, prevent condensation, and prevent
moisture entry. Sealing of raceways shall not occur until after the conductors and cables have been
installed, tested and accepted by the Engineer.
The Contractor shall install any temporary lines and connections required to maintain electric services and
safely remove and dispose of them when complete.
All temporary wiring shall conform to OSHA standards. Remove temporary services when work is
complete. Any damage to electrical equipment caused by the Contractor shall be repaired at no cost to
the Owner.
All non -current carrying parts and neutrals shall be grounded as indicated on the Drawings or as required
by the Codes.
White and/or gray outer finish conductors may only be used as grounded conductors or neutral
conductors in accordance with NEC.
Install insulated green equipment grounding conductors with all feeder and branch circuits.
Provide separate insulated equipment grounding conductors from grounding system to each electrical
equipment, telecommunication equipment, other special electrical system equipment, and appurtenance
item location in accordance with NFPA 70 and other applicable standard requirements.
The bidder shall inspect the site, thoroughly acquaint himself with conditions to be met and work to be
accomplished. Failure to comply with this shall not constitute grounds for any additional payments.
Where electrical equipment is installed that causes electrical noise interference with other systems either
existing or installed under this contract, the offending equipment shall be equipped with isolating trans-
formers, filters, reactors, shielding, or any other means as required for the satisfactory suppression of the
interferences, as determined by the Engineer.
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Gate 34 Replacement
All junction boxes, expansion joints, flexible connections, instruments and similar items requiring servicing
or repairs shall be installed in an accessible location.
All salvage and equipment removed by the work shall remain the property of the Owner. Material
removed from the project shall be stored on the project site where and as directed. Debris shall be
removed from the job site and disposed of by the Contractor.
The Contractor shall maintain his work area clean and orderly at all times. Debris shall be removed
promptly. The electrical system shall be thoroughly cleaned inside and outside of all enclosures to remove
all metal shavings or other work debris, dust, concrete splatter, plaster, paint and lint.
The Contractor shall do all excavating and backfilling made necessary by electrical work and shall remove
all surplus or supply any earth required to establish the proper finished grade.
The Contractor shall do all cutting and patching made necessary by electrical work, but in no case shall he
cut through or into any structural member without written permission of the Engineer.
All steel conduits, supports, channels, fittings, nuts, bolts, etc. shall be galvanized, corrosion -resistant type
unless otherwise noted.
An approved anti -seize compound shall be used on all threads to prevent equipment and thread damage
Equipment shall be installed in accordance with manufacturer's recommendation. Make all final electrical
connections and coordinate all items with other trades.
Correct unnecessary damage caused due to installation of work, brought about through carelessness or
lack of coordination. All openings, sleeves, and holes to be properly sealed, fire proofed and
waterproofed. Any water leaks arising from project construction will be immediately corrected to the
satisfaction of the Owner and the Engineer.
300-3.5 Power supply equipment. Electrical equipment, such as switchgear, switchboards, panelboards,
load centers, and other power supply equipment, shall not be used as a common enclosure, pull box or
junction box for routing conductors of different systems, unless the equipment is specifically designed for
this purpose and indicated as such on the Plans.
If shown in the plans, the power supply equipment shall be set on concrete housekeeping pads to provide
a minimum space of 3-1/2 inches between the equipment and the floor. All equipment shall be secured to
the floor or wall in accordance with the manufacturer's recommendations and these contract document
requirements.
300-3.6 Duct and conduit. Conduits shall be galvanized rigid steel unless otherwise indicated or
specified. Refer to one -line diagram conduit notes for specific requirements.
Conduit runs shall be one trade size continuously with no reducers allowed. Changing of conduit size is
only permitted at manholes, handholes, and boxes and conduit bodies used as outlet, device, junction, or
pull boxes, including approved, listed fittings with removable covers.
Use an approved, listed adapter/coupling to convert to other types of conduit. Reducer couplings are not
allowed.
For underground service entrance, feeder and branch circuit raceways, offsets and bends over
30 degrees and elbows in Schedule 40 PVC conduit runs shall be Schedule 80 PVC conduit.
Underground service entrance PVC conduits shall be concrete encased unless otherwise noted.
Underground PVC conduits shall be concrete encased under driveways, roadways, parking lots and other
paved areas.
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Non -encased conduits shall convert to concrete encased ducts under all paved areas and shall extend at
least 3 feet beyond the edges of the pavement unless otherwise noted.
The Contractor shall provide a staked centerline or offset for the duct and manhole system - utilizing the
drawings and a site inspection of the existing grounds, grades and utility crossings. The Owner and
Engineer shall approve the staking plan that shall be indicated on a drawing submitted for approval before
starting any excavation for the ducts. The staking plan shall indicate the proposed location, elevation and
dimensions of manholes and handholes. The Engineer reserves the right to adjust duct, manhole and
handhole locations and elevations before installation at no additional cost to the Owner.
The bottom surface of trenches shall be essentially smooth and free from coarse aggregate.
Install grounding -and -bonding type bushings and bonding jumpers on all service entrance conduits and on
all feeder and branch circuit conduits.
Use conduit bushings at each conduit termination. Where No. 4 AWG or larger ungrounded wire is
installed, use insulated bushings.
When EMT is allowed, utilize only steel compression fittings. Die-cast and set -screw fittings shall not be
used.
Use double lock nuts at each conduit termination. Use weather tight hubs in damp and wet locations.
Sealing lock nuts shall not be used.
Grounding continuity to rigid metal conduit shall be accomplished by grounding bushings/adapters with
lugs for connection to grounding counterpoise and/or grounding electrode conductor as defined by NEC.
All exposed wiring shall be run in not less than 1/2 inch (12 mm) galvanized rigid steel conduit. All conduits
shall be installed to provide for drainage. Conduit shall be attached to wooden structures with galvanized
pipe straps and fastened with galvanized wood screws not less than No. 8 nor less than 1-1/4 inches
(31 mm) long. There shall be at least two fastenings for each 10-foot (3 m) length.
Existing ducts may require clearing before use. It is the responsibility of the Contractor to locate the
existing ducts, identify empty or partially empty conduits and clear the conduits as required. Where new
cable is to be installed in existing duct, the full length of the duct shall be cleared of debris by mechanical
means before the installation of the new cable. Acceptable methods of clearing existing ducts include
"hydro -jetting" and "roto-rooting." All existing cables in each re -used duct shall be replaced for the length
of the duct and properly spliced in a method approved by the Engineer. Clearing of existing duct banks or
conduits is incidental to the cable pay item.
Dedicated ground rods shall be installed and exothermically welded to the counterpoise wire at each end
of a duct bank crossing under pavement.
For concrete markers, the impression of letters shall be done in a manner, approved by the Engineer, to
affect a neat, professional appearance. The letters shall be stenciled neatly. After placement, all markers
shall be given one coat of high -visibility aviation orange paint, as approved by the Engineer.
Existing concrete markers or survey pins for runway thresholds, duct/conduit/cable/splice markings, utility
line markings, taxiway points of tangency markings, or other similar items shall be removed and
reinstalled or replaced, depending on the project work requirements, as required by a registered
professional surveyor to the satisfaction of the Owner and the Engineer.
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Gate 34 Replacement
300-3.7 Backfill, compaction, and restoration. Refer to the backfill, compaction and restoration
requirements within Item P-152 where other compaction requirements are specified (under pavements,
embankments, etc.)
Trenches shall be backfilled and compacted in 6" layers to 90% maximum density for cohesive soils and
to 100% maximum density for non -cohesive soils, as determined by ASTM D1557. The in -place field
density shall be determined in accordance with ASTM D1556, D2167, or D6938.
Backfilling from two directions will not be allowed. No backfilling will be accomplished without the approval
of the Engineer or Construction Observer. The Contractor shall ensure all trenches are inspected prior to
being covered and prior to encasement. Any uninspected trenches which are prematurely covered shall be
exposed for inspection at the Engineer and Owner's convenience at no additional cost to the Owner. The
Construction Observer will coordinate with the Contractor for advance scheduling of trench inspection.
Following restoration of all trenching near airport movement surfaces, the Contractor shall thoroughly
visually inspect the area for foreign object debris (FOD) and remove any such FOD that is found. This
FOD inspection and removal shall be considered incidental to the pay item of which it is a component part.
300-3.8 Cable and utility coordination. The existing and the proposed locations of lighting cable are
approximate. The Contractor shall be responsible for field locating and identifying the existing lighting
circuits to determine their exact routing. The Contractor shall also be responsible for maintaining the
lighting systems in a working condition until the new lighting circuits have been installed and tested. The
Contractor shall proactively and expeditiously accomplish this cable identification work prior to performing
any modifications to the lighting circuits. Coordinate identification work with the Owner and Engineer and
make all corrections, additions, etc. on the as -built drawings.
Underground cable and utilities exist within and adjacent to the limits of construction. An attempt has
been made to locate these cables and utilities on the Plans. All existing cable and utilities may not be
shown on the Plans and the location of the cables and utilities shown may vary from the location shown on
the Plans. Prior to beginning of any type of excavation, the Contractor shall contact the utilities, the airport
maintenance staff, FAA field personnel and other organizations as required and make arrangements for
the location of the utilities on the ground. The Contractor shall maintain the cable and utility location
markings until they are no longer required.
The Contractor shall replace or repair any underground cable or utility that has been damaged by the
Contractor during excavation to the satisfaction of the owner of the cable or utility at no additional cost to
the Owner.
The Contractor shall be responsible for all coordination work associated with existing and new utilities,
their marking, their identification, proposed outages/shutoffs, connections, cutovers, etc.
300-3.9 Wiring. The Contractor shall furnish all labor and materials and shall make complete electrical
connections in accordance with the wiring diagram furnished with the project plans. The electrical installation
shall conform to the requirements of the latest edition of National Fire Protection Association, NFPA-70,
National Electrical Code.
Provide color -coding for phase identification.
Colors for 240/120V Circuits:
a. Phase A: Black
b. Phase B: Red
C. Neutral: White
Colors for 208Y/120V Circuits:
a. Phase A: Black
CSC No. 58200
SS-300-10 Garver Project No. 22A11016
Fort Worth Meacham International Airport
Gate 34 Replacement
b. Phase B: Red
C. Phase C: Blue
d. Neutral: White
Colors for 480Y/277V Circuits:
a. Phase A: Brown
b. Phase B: Orange
C. Phase C: Yellow
d. Neutral: Gray
All new electrical cable shall be marked using color -coded plastic electrical tape, which is specifically
designed for application on polyethylene -jacketed cable. The tape shall be applied as detailed on the
Plans. Marking tape shall be Scotch 35 Vinyl Plastic tape or approved equal.
300-3.10 Marking and labeling. Properly identify all electrical equipment.
Wire/Cable Designation Tape Markers:
a. Indoor Dry Locations: UL Recognized Materials, vinyl or vinyl -cloth, self-adhesive,
wraparound, self -laminating, cable/conductor markers with computer printer -generated numbers and
letters, minimum 1" width. Provide Brady B-427 with thermal transfer print type or approved equal.
b. Outdoor Locations and Indoor Wet and Damp Locations: White polyolefin, non -adhesive,
full circle, heat -shrinkable sleeve, cable/conductor markers with computer printer -generated numbers and
letters, minimum 1" width. Provide Brady B-342 with thermal transfer print type or approved equal.
Properly identify all electrical equipment, including but not limited to the following:
a. Switchgear, switchboards, and control panels.
b. Main distribution panel and individual devices within it.
C. Panelboards and individual devices within it.
d. Safety switches and disconnects.
e. Contactors and lighting control center, including all branch circuits.
f. Individually mounted circuit breakers.
g. Starters and relays.
h. Transformers.
i. Generators and automatic transfer switches.
Use permanently attached black phenolic plates with 3/8" white engraved lettering on the face of each,
attached with minimum two sheet metal screws. Starters and relays connected under this Specification
shall be identified whether furnished under this Specification or under other Specifications of this contract.
Plates shall be indoor or outdoor rated as required by installation location.
Panelboard identification plates shall indicate panel by identification name, voltage system, ampacity
rating and type, AIC rating, and feeder source description.
Identify each receptacle, light switch, junction box, etc. with panelboard identification and circuit number.
For all wiring device covers, use hot, stamped, or engraved machine printing with black -filled lettering on
face of plate, and durable wire markers or tags inside outlet boxes.
Identify fire alarm junction boxes with red covers and mechanical control junction boxes with blue covers.
Install all identification as required by current adopted editions of the NFPA 70 - National Electrical Code
and NFPA 70E - Standard for Electrical Safety in the Workplace.
CSC No. 58200
SS-300-11 Garver Project No. 22A11016
Fort Worth Meacham International Airport
Gate 34 Replacement
300-3.11 Removal and relocation of existing equipment. The Contractor shall carefully remove all
salvageable equipment as indicated on the Plans. Any equipment which is damaged during the removal
operation shall be subject to a reduction in payment for removal of the equipment. All equipment which is
removed during this project shall be transported to a site on the Airfield or removed from the Airfield and
properly disposed of as directed by the Owner and the Engineer.
The Contractor shall carefully relocate existing equipment as indicated in the Plans. Any equipment that is
damaged during the relocation operation shall be replaced at no additional cost to the Owner.
Any existing electrical equipment, conduit, cables, etc. that is damaged during construction shall be
replaced at no additional cost to the Owner to the satisfaction of the Owner and the Engineer.
300-3.12 Under 600v cable connections.
For under 600V cable connections of voltage powered circuits, splices whether direct buried or within an
underground enclosure shall only utilize approved cast splices, employing a plastic mold and using epoxy
resin equivalent to that manufactured by 3M Company, or an approved equivalent.
300-3.13 Certification and performance. Equipment and materials covered by FAA Advisory Circulars
are referred to by item numbers and approved equipment is listed within the AC 150/5345-53 Airport
Lighting Equipment Certification Program's monthly Addendum, which contains a complete and updated
listing of the certified equipment and manufacturers and is listed in the FAA Buy American Preference
equipment list, which is also updated monthly. The Contractor shall provide and install new certified
equipment that works reliably and efficiently with the existing equipment to remain in service. The
Contractor shall provide any additional accessories and/or appurtenances required to provide fully
functional electrical systems to the satisfaction of the Owner and Engineer, at no additional cost to the
Owner.
The Contractor shall ascertain that all lighting system components furnished (including FAA certified and
approved equipment) are compatible in all respects with each other and the remainder of the new and
existing systems. Any non -compatible components furnished by the Contractor shall be replaced at no
additional cost to the Owner with a similar unit that is approved by the Engineer and compatible with the
remainder of the airport lighting system.
300-3.14 As -built drawings. The Contractor shall keep one (1) full-sized set of prints for As -Built
Drawings at the site, in good order, and annotated to show all changes made during the construction
process.
The Contractor shall locate all underground and concealed work, identifying all equipment, conduit, circuit
numbers, motors, feeders, breakers, switches, and starters. The Contractor will certify accuracy by
endorsement. As -Built drawings shall be correct in every detail, so Owner can properly operate, maintain,
and repair exposed and concealed work.
The As -Built drawings shall indicate all control system labeling and marking.
The Contractor shall store the As -Built drawings on the site. Drawings shall not be rolled. Make
corrections, additions, etc., with pencil, with date and authorization of change.
As -Built drawings must be submitted to Engineer before project will be accepted.
Minor deviations from the Plans and Specifications shall be as approved by the Engineer.
Upon completion of the installation, the Contractor shall adjust the systems to the satisfaction of the
Engineer.
CSC No. 58200
SS-300-12 Garver Project No. 22A11016
Fort Worth Meacham International Airport
Gate 34 Replacement
300-3.15 Testing.
General Electrical Testing: Perform each visual and mechanical inspection and electrical test stated in
NETA Acceptance Testing Specification and certify compliance with test parameters. Tests shall be
conducted in the presence of the Engineer and shall be to his/her satisfaction. Correct malfunctioning
units on -site, where possible, and retest to demonstrate compliance; otherwise, replace with new units
and retest. Perform infrared scan tests and inspections of service and power distribution equipment at the
respective buildings and provide reports. Electrical equipment will be considered defective if it does not
pass tests and inspections. Reports shall include notations of deficiencies, remedial action taken and
observations after remedial action.
System and Equipment Testing: All installations shall be fully tested by continuous operation for not less
than 24 hours as completed systems prior to acceptance. These tests shall include the functioning of
each control not less than 10 times.
Test equipment and instruments utilized by the Contractor shall have been calibrated following the
manufacturer's recommended schedule to verify their accuracy prior to performing the testing work. The
Contractor shall provide instrument calibration certificates on test equipment when requested by the
Engineer. Retesting work due to inaccurate or defective instruments shall be performed by the Contractor
to the satisfaction of the Engineer at no additional cost to the Owner.
Ground Rod Impedance Testing
The enclosed "Ground Rod Impedance Test Report" form shall be used, and testing shall
be performed in the presence of the Engineer.
As -Built drawings shall indicate the location of all installed ground rods. Each ground rod
shall have a unique identifier that corresponds with its submitted ground impedance test
report.
Three -pole fall -of -potential testers that can measure the ground resistance of a ground
rod using auxiliary electrodes (staked testing), such as a Fluke 1621 Earth Ground
Tester, shall be used for testing individual dedicated equipment ground rods at fixtures
and equipment, or for testing isolated counterpoise ground rods not yet connected to the
counterpoise wire.
Clamp -on testers that can measure the ground resistance of a ground rod without using
auxiliary ground rods (stakeless testing), such as a Fluke 1630 Earth Ground Clamp
Meter or approved equal, shall be used for testing counterpoise ground rods which have
already been connected to the counterpoise wire, or ground ring ground rods which have
already been connected to the established ground ring system.
Ground impedance test equipment shall be submitted for review and approval by the
Engineer prior to performing the tests.
If the ground rod's impedance exceeds 25 ohms, an additional rod shall be driven in a
location suitable and approved by the Engineer. However, the additional rod must satisfy
the requirements of NEC 250.53 and not be less than 6 feet away from any other ground
rod electrode. Additional ground rods shall not be measured for separate payment but
shall be considered subsidiary to the counterpoise or respective equipment pay item.
The Contractor shall perform additional tests if required and requested by the Engineer at
no additional cost.
CSC No. 58200
SS-300-13 Garver Project No. 22A11016
Fort Worth Meacham International
Gate 34 Replacement
The Contractor shall coordinate with the resident Engineer to approve tests daily before
proceeding. The Contractor shall fill out a separate test report for each date. Test reports
shall be submitted weekly to the Engineer.
300-3.16 Inspection fees and permits. The Contractor shall obtain and pay for all necessary
construction permits, licenses, government charges, and inspection fees necessary for prosecution of the
Work. Unless otherwise noted, the Contractor shall pay all charges of utility owners for connections for
providing permanent service to the Work, ready for subsequent utility account transfer to the Owner after
final acceptance.
300-3.17 Work supervision.
State of Texas: The electrical contractor (whether the general contractor or a subcontractor) shall be a
licensed contractor in the state of Texas having an electrical classification suitable for performing the work
required in these contract documents.
The Contractor shall designate in writing the qualified electrical supervisor who shall provide supervision to
all electrical work on this project. The minimum qualifications for the electrical supervisor shall be a
master electrician as defined by the Texas Electrical Safety and Advisory Board. The supervisor or his
appointed alternate possessing at least a journeyman electrician license shall be on site whenever
electrical work is being performed. The qualifications of the electrical supervisor shall be subject to
approval of the Owner and the Engineer.
All master and journeyman electricians shall be licensed in accordance with Texas Board Requirements.
The website located at https:HtdIr.texas.gov publishes the text of this statutory requirement. No
unlicensed electrical workers shall perform electrical work on this project. Apprentice electricians in a ratio
of not more than one apprentice per journeyman electrician will be allowed if the apprentices are licensed
and actively participating in an apprenticeship program recognized and approved by the State of Texas.
METHOD OF MEASUREMENT
300-4.1 The quantity of lockout/tagout procedures to be paid for shall consist of all lockout/tagout
procedure work and all constant current regulator calibration work completed in place, accepted and ready
for operation. This item does not include measurement for constant current regulator equipment.
BASIS OF PAYMENT
300-5.1 Payment will be made at the contract unit price for each complete item, measured as provided
above, and accepted by the Engineer. This price shall be full compensation for furnishing all materials and
for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and
incidentals necessary to complete this item to the satisfaction of the Engineer.
Payment will be made under:
Item SS-300-5.1 Lockout/Tagout Procedures — per Lump Sum
MATERIAL REQUIREMENTS
Commercial Item Description A-A-59544 Cable and Wire, Electrical (Power, Fixed Installation)
Fed. Spec. W-C-1094 Conduit and Conduit Fittings; Plastic, Rigid
CSC No. 58200
SS-300-14 Garver Project No. 22A11016
Fort Worth Meacham International
Gate 34 Replacement
Fed. Spec. W-P-115
Panel, Power Distribution
Fed. Std. 595
Colors
Underwriters
Rigid Metal Conduit
Laboratories
Standard 6
Underwriters
Fittings for Conduit and Outlet Boxes
Laboratories
Standard 514
Underwriters Laboratories
Schedule 40 and 80 Rigid PVC Conduit (for Direct Burial)
Laboratories
Standard 651
Underwriters
Intermediate Metal Conduit
Laboratories
Standard 1242
CFR 1910
Occupational Safety and Health Regulations
CFR 1926
Safety and Health Regulations for Construction
ANSI/IEEE C2
National Electrical Safety Code
NFPA 70
National Electrical Code (NEC)
NFPA 70E
Standard for Electrical Safety in the Workplace
NFPA 101
Life Safety Code
NFPA 780
Standard for the Installation of Lightning Protection
Systems
29 CFR 1910
Occupational Safety and Health Standards (OSHA)
29 CFR 1926
Safety and Health Regulations for Construction
Jaquith Industries, Inc.
The Design, Installation, and Maintenance of In -
Pavement Airport Lighting
FAA ADVISORY CIRCULARS
AC 150/5300-13 Airport Design
END OF ITEM SS-300
CSC No. 58200
SS-300-15 Garver Project No. 22A11016
Fort Worth Meacham International
Gate 34 Replacement
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CSC No. 58200
SS-300-16 Garver Project No. 22A11016
Fort Worth Meacham International
Gate 34 Replacement
GROUND ROD IMPEDANCE TEST REPORT
Owner / Sponsor:
Airport:
Project Title:
Date:
Fall -of -Potential Style Tester (F):
Manufacturer:
Clamp -On Style Tester (C):
Manufacturer:
Engineer: Garver, LLC
Contractor:
Garver Project Number:
Weather / Site Conditions:
Model #:
Model #:
Ground Rod #
Test
Equipment
Style F or C
Impedance
Value
Ohms
Ground Rod #
Test
Equipment
Style F or C
Impedance
Value
Ohms
Tested By:
Engineer Witness:
Provide signature/date in the fields above.
Page of
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Fort Worth Meacham International
Gate 34 Replacement
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CSC No. 58200
SS-300-19 Garver Project No. 22A11016
Meacham International Airport
Gate 34 Replacement
ITEM SS-350 AUTOMATIC GATE OPERATORS
DESCRIPTION
350-1.1 This item shall consist of furnishing and installing gate operator systems, in accordance with this
specification, the referenced specifications and drawings, and applicable security regulations. The systems
shall be installed at the locations and in accordance with the dimensions, design and details shown on the
plans. This work shall include the furnishing of all equipment, materials, services, and incidentals necessary
to place it in operating condition as a completed unit to the satisfaction of the Engineer.
350-1.2 The Contractor shall maintain current copies of all referenced and applicable standards on the job
site. The Contractor is responsible to make known to the Engineer any conflict between plans and
specifications that he observes or of which he is made aware.
EQUIPMENT AND MATERIALS
350-2.1 GENERAL.
a. All equipment and materials covered by the referenced specifications shall be subject to
acceptance through manufacturer's certification of compliance with the applicable specification as
requested by the Engineer. All equipment and materials in this specification shall meet the requirements
and be installed in accordance with the section SS-300. All equipment and materials shall be new and
meet applicable manufacturer's standards. All electrical components shall be UL listed products, including
gate operator standards UL 325 and UL 991 (latest editions).
b. Automatic gate operator equipment shall be provided from one manufacturer for the gate
operator system, access control system with card reader, infrared thru-beam detectors package,
photodetectors and reflectors package, transmitter safety edge package, and loop detectors and loops. The
intent of this requirement is to minimize maintenance and spare parts efforts by the Owner for the new
equipment. Provide the services of a factory -authorized service representative to supervise the field
assembly and connection of components and the pre -testing, testing, and adjustment of the system. The
specific type of gate operator shall have been in production for a period of not less than three years. The
existing equipment was manufactured by hydraulically.
C. All materials for gate construction shall meet the requirements of Item F-162 Chain -Link
Fences.
Airport lighting equipment and materials shall meet the requirements outlined in Item SS-
OR,
350-2.2 SLIDING GATE OPERATOR. Provide vehicular sliding gate operator systems with all required
accessories for complete installations. Refer to the Drawings for the gate operator system types required at
each respective gate.
The existing Hysecurity 50VF2/3 shall be installed.
350-2.3 PRIMARY AND SECONDARY SAFETY PROTECTION PACKAGE. A complete primary and
secondary entrapment protection package shall be installed on the gate to cause the gate to reverse if the
gate strikes an object in its path. This package shall include infrared thru-beam detectors package,
photodetectors and reflectors package, transmitter/receiver/edge contacts package, loop detectors package,
CSC No. 58200
SS-350-1 rver Project No. 22A11016
Meacham International Airport
Gate 34 Replacement
and all required appurtenances for complete installation.
350-2.4 VEHICLE LOOP DETECTOR AND LOOP DETECTOR WIRE. The vehicle loop detector shall be
an electronic device that will detect the presence and motion of vehicles that pass over a sensing loop
embedded in the pavement. When a vehicle passes over the sensing loop, the detector produces a signal
that activates the gate operator. The detector shall be an automatic tuning type with minimum 3 sensitivity
levels plus sensitivity boost, minimum 3 frequency settings, and relay outputs as required. The detector shall
test for loop faults. Provide loop detector equipment with all required accessories for a complete installation.
The loop detector wire shall be #18 AWG stranded, copper wire, 600 Volt, Type XLPE insulated and UL
listed. Provide matching asphalt or concrete sealant as required.
350-2.5 TIMERS. Timers shall include maximum run and auto close timers. The auto close timer shall be
used to close the gate after a pre-set delay. The delay shall be adjustable and set as directed by the Owner
and Engineer during installation and testing.
350-2.6 ACCESS CONTROL SYSTEM WITH PROXIMITY CARD READER. The card reader station shall
consist of a vandal -resistant, weatherproof, stand-alone, re -installed card reader, access control system
station mounted on standard 54" mounting post housing with illumination
350-2.7 POWER, CONTROL, AND COMMUNICATION SURGE PROTECTION. Each gate operator shall
be equipped with a surge protection module on the incoming AC power lines. The unit shall have LED
indication on the integrity of the unit. Modules shall be rated 120/240-volt, 1 phase, 3 wire, and the surge
suppression shall be UL 1449 Third Edition Listed. Furnish and install low voltage, surge suppression
modules on all control and communication lines to protect all equipment at both ends.
350-2.8 WIRE. Wire shall be copper Type THHN/THWN-2 of the size indicated on the plans. Control
wiring shall be minimum #18 AWG twisted shielded pair. Furnish and install all power, control and
communication conductors and cables as required in accordance with the manufacturer's shop drawings and
make all final connections.
350-2.9 EMERGENCY ACCESS DEVICE. Provide emergency access devices on gates with access
controls at the locations identified in the plans and as required by the Authority Having Jurisdiction (AHJ).
This lock box device must be approved by the Engineer and the AHJ (City of Fort Worth Fire Department)
prior to installation. Coordinate these specific requirements with the AHJ and include these items within the
gate operator submittals and shop drawing package.
CONSTRUCTION METHODS
350-3.1 GENERAL. The gate operating system shall be installed at the locations shown on the plans. The
gate systems shall include all necessary items to provide a fully functional unit. The Contractor shall
submit a dimensioned layout plan with conduit placements shown for all components to the Engineer for
approval.
350-3.2 PRECONSTRUCTION MEETING. A preconstruction meeting will be held with the Owner,
Engineer, Contractor, Electrical Subcontractor and an experienced field representative of the gate
operator system equipment. This meeting shall be held before any rough -in work begins on site to review
the plans, to explain details or precautions necessary to assure that all gate operator equipment, including
general layout and loop layout requirements, will work properly, and to determine that all required conduits
and wiring are properly laid out. Scaled plan layout drawings of all equipment shall be submitted for
review and approval prior to any work.
CSC No. 58200
SS-350-2 G rver Project No. 22A11016
Meacham International Airport
Gate 34 Replacement
350-3.3 COORDINATION. The Contractor shall examine all phases of the work as shown on the drawings
and as specified herein. The Contractor shall coordinate between the various trades such that the work
will be performed in an orderly and efficient manner.
350-3.4 SCHEDULE OF WORK. All work shall be accomplished during the working time specified. The
Contractor shall accomplish his work in such a manner to meet scheduled completion dates and to avoid
delaying other trades. Due to the nature of some work and the Owner's operating schedule, work may
have to be performed on weekends or late night. No additional costs to the Owner for this work schedule
will be considered.
Any work that requires an electrical outage or which might reasonably cause an unintentional electrical
outage of the airport terminal shall be performed between midnight and 4:00 a.m. and full service restored
by 4:00 a.m.
All electrical outages shall be scheduled and coordinated with the Airport Manager. Ten- (10) day written
notice shall be required before initiating of an outage with twenty-four (24) hour verbal notice also required
before initiating an outage. In the written Notice, the Contractor shall state the date of the proposed
outage, time of start, approximate time of completion and purpose of the outage. The Airport Manager
retains the right to cancel any outage and may order the Contractor to restore the system in case of an
emergency.
350-3.5 PROTECTING OF MATERIALS. The Contractor shall provide proper storage as required to
adequately protect all materials stored at the job site. Failure to comply with this requirement may be
cause for the rejection or replacement of some or all the materials.
350-3.6 WORKMANSHIP. Work shall be performed neatly and carefully by craftsmen skilled in the trade
involved. Faulty or careless work will not be accepted. Unacceptable work shall be corrected by the
Contractor at no charge to the Owner.
350-3.7 SPLICING. Connections shall be made by experienced personnel. All splicing shall be done in
splice boxes or junction boxes. No splices are allowed in conduit. Underground splices shall be
waterproof poured resin type as manufactured by 3-M or approved equal.
350-3.8 INCIDENTALS. The Contractor shall provide all items incidental to the work as shown or required
to complete the installation.
350-3.9 SAFETY. It is incumbent on the Contractor to maintain the integrity of the airport electrical system
for safe and reliable operation. The Contractor shall take necessary precautions to avoid damage to
electric utilities, telephone circuits, and other cables. Any utility damage done by the Contractor shall be
repaired as directed by the Utility's Owner or Engineer at no cost to the Owner.
350-3.10SURGE PROTECTION. Provide surge suppression devices to protect all power, control and
signal lines on all equipment.
350-3.11 GATE OPERATOR INSTALLATION. The Contractor shall install each gate operator as shown on
the plans and in accordance with the manufacturer's requirements. Any installation method differing from
those shown on the plans shall be approved by the Engineer in writing prior to construction. Concrete
pads shall be 24" in depth with steel reinforcing bars. Each pad shall have '/2" x 6" L bolts embedded in
the concrete with a minimum of 1" of bolt protruding above the concrete surface or by means of inch
wedge anchors with 4 to 6 inch penetration. Each pad shall be finished smooth and level. Each gate
operator shall be secured to the pad. All conduits entering each gate operator shall be
CSC No. 58200
SS-350-3 G rver Project No. 22A11016
Meacham International Airport
Gate 34 Replacement
attached to the gate operator using double lock nuts and grounding bushings. Each gate operator shall be
effectively grounded to a dedicated 3/4" x 10' copper clad steel ground rod with exothermic weld
connection below grade.
350-3.12VEHICLE DETECTOR INSTALLATION. The Contractor shall construct saw -cut loops for existing
pavement installation. The installation work shall include cutting the loop shape in the pavement, laying
the loop wire in the slot, pressing in a backer rod to keep the wire compacted and in place, and finishing
with an approved saw -cut loop sealant to fill the slot and protect the wire. The Contractor shall cut the
pavement grooves for the detector loop installation to match dimensions shown on the plans.
Loop wire shall be free of any cuts or nicks. Replace any damaged wire.
The lead wires to the detector at the gate operator shall be twisted together in accordance with the
manufacturer's installation instructions. The complete vehicle detector shall be checked for proper
operation before sealing pavement cuts. The loop detectors at the gate operator shall be adjusted per
manufacturer's instructions.
350-3.13CARD READER ENTRY INSTALLATION. The card reader control station and stand shall be
installed as shown on the plans and in accordance with the manufacturer's requirements. Any installation
method differing from those shown on the plans shall be approved by the Engineer in writing prior to
construction. The manufacturer shall provide complete installation requirements including instructions for
setting of entry controls to the Engineer prior to start of construction. Special control features shall be as
indicated on the plans. The unit shall be weatherproof, suitable for reliable operation during all types of
weather -related conditions and emergency conditions.
350-3.14GATE OPERATOR MISCELLANEOUS.
a. Wiring. All power wiring shall be copper conductor with 600V, Type THHN/THWN-2
insulation and shall be of the sizes indicated on the plans. All control wiring shall be copper. Before
installation of wiring, conduits shall be mandreled to remove all debris from conduits. No splices or
connections shall be allowed inside conduit. The Contractor shall furnish all necessary labor and materials
and shall make complete aboveground electrical connections.
b. Underground Conduit Installation. Underground conduit shall be installed at the locations
shown on the plans and as detailed on the plans. Where conduit is installed under existing pavement,
pavement shall be restored to original conditions as detailed on the plans.
C. Exposed Conduit Installation. Exposed conduit of the sizes shown shall be installed at the
locations indicated on the plans. All exposed conduit shall be galvanized rigid steel (GRS) unless
otherwise noted. All conduits shall be installed to provide for drainage. Bends shall be either factory made
or field bent with bending machine intended for that use. Conduit shall be supported at a minimum of 10-
foot intervals with malleable iron conduit straps. Perforated iron strap or tie -wire will not be allowed for
conduit support. Transition from exposed to underground conduit shall be made using long sweep 90-
degree bends. Where conduit changes from rigid steel to PVC conduit, suitable PVC -to -steel adapters
shall be used. Crushed or deformed conduit shall not be used. Grounding bushings shall be installed on
all GRS conduits and connected to the grounding system.
d. Switches. Switches shall be heavy-duty enclosed safety switches (when available in
manufacturers catalog) of the sizes indicated on the plans. Switches shall be non -fusible sized as
indicated on the plans. Switches shall have a neutral bus. Switches shall be installed at the locations
shown on the plans and as required for disconnecting means on the gate operator.
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SS-350-4 rver Project No. 22A11016
Meacham International Airport
Gate 34 Replacement
e. Power Service. The Contractor shall furnish and install the necessary labor, materials,
methods and excavation if required to allow installation of the electrical power supply to the gate systems
shown. This shall include circuit breakers in existing panels, panels, boxes, conduit adapters, finishing
new wires in new and existing conduits, and re -sealing waterproof entries as required. The Contractor
shall determine the location and type of power available and shall reflect all equipment, installation and
labor to utilize the existing power source in his bid price.
f. Connections. The Contractor shall install the equipment and make all connections in
accordance with these Plans and Specifications. Electrical power and materials as called for in the plans
shall be brought to and connected with the parking gates and traffic control units in accordance with the
manufacturer's requirements. Provide and install control and signal wiring and make final connections to
all equipment.
g. Materials. All equipment and materials shall be installed in accordance with the plans and
the manufacturer's recommended instructions and specifications.
h. Adjustments. Adjust and tune system and test components, wiring, and functions to verify
that system is fully operational. Replace malfunctioning or damaged items. Retest until satisfactory
performance and conditions required are achieved, including but not limited to, proper operation of
equipment and controls.
350-3.15 REMOVAL OF EXISTING EQUIPMENT. The Contractor shall carefully remove all salvageable
equipment as indicated in the plans. Any equipment that is damaged during the removal and/or relocation
operation shall be subject to a reduction in payment for removal and/or relocation of the equipment. All
equipment that is removed during this project shall be transported to a location on site or removed from the
site and properly disposed of as directed by the Owner and the Engineer.
350-3.16 TRAINING. Provide the services of a factory -authorized service representative to demonstrate the
system and train Owner's maintenance personnel in the procedures and schedules involved in operating,
troubleshooting, servicing, and preventive maintenance of the system. Provide a minimum of one day (8
hours) of technician training at a time coordinated with the Owner. Schedule the training with the Owner at
least 10 days in advance and notify the Engineer.
350-3.17 GATE OPERATOR TESTING. The Contractor shall furnish all the necessary labor and
equipment for testing the following work:
a. Power wiring 600 volts and less. Make insulation tests with a "Megger," demonstrate that
neither short circuits nor ground faults exist, and that wiring complies with NEC. Megger testing shall be
performed in the presence of the Owner. Contractor shall document and submit megger test reports that
include the equipment name, phase or wire number and all observed values for each wire. The
Contractor shall perform additional megger tests if required and requested by the Engineer at no
additional cost.
b. Detector loop resistant tests. Check that the resistance to ground is no less than 500
Megohms using a 500V megger. Utilize manufacturer's typical test forms to record this data for each
loop, including the model and make of the megger. Forms shall be signed and dated by the contractor's
representative. Make all loop tests before installation of the saw -cut sealant.
C. Put entire electrical system in operation, test all equipment, test all safety devices, remedy
all defects, and make all necessary adjustments. Demonstrate that the entire system functions
satisfactorily, as specified, as indicated, and as approved.
CSC No. 58200
SS-350-5 G rver Project No. 22A11016
Meacham International Airport
Gate 34 Replacement
d. Schedule and perform an acceptance test of the system for proper operation with the
Owner and Engineer. The system equipment shall be considered acceptable after being 100 percent
operational and after having performed satisfactorily for fourteen (14) continuous business days with no
down time.
e. The installation shall be tested in operation as a completed unit prior to acceptance. Tests
shall include taking megger and voltage readings. Testing equipment shall be furnished by the Contractor.
Tests shall be conducted in the presence of the Engineer and shall be to his/her satisfaction.
f. The Contractor shall conduct a final acceptance operating test for two weeks of continuous
duty before acceptance. Failure to complete the tests will require restarting the test without use of any spare
parts. Two failures will be reason to reject the entire gate operator and access control system at no cost to
the Owner.
350-3.18 WARRANTY. The manufacturer shall furnish his recommended spare parts, installation manual,
instruction manual, maintenance manuals, and input voltage surge protection. The system shall be
warranted for one year from acceptance of the project. Any failure which occurs in the warranty period shall
be replaced by new factory tested assemblies at no additional cost to the Owner.
METHOD OF MEASUREMENT
350-4.1 The quantity of hydraulically operated gates, to be measured under this item, shall be the number
of each installed, as completed and accepted units in place, ready for operation, and accepted by the
Engineer. The installation shall include gate, operator, vehicle loops and detectors, access control with
keypad control equipment, mounting posts, primary and secondary safety package equipment, surge
suppression devices, lightning protection devices, panels, circuit breakers, boxes, enclosures, all required
conduits and wiring, concrete pads, bollards, and all other required appurtenances. Cable, conduit and
trenching required shall be considered subsidiary to the electrically operated gate installation and will not
be measured for separate payment.
BASIS OF PAYMENT
350-5.1 Payment will be made at the contract unit price for each complete item, measured as provided
above, and accepted by the Engineer. This price shall be full compensation for furnishing all materials and
for all preparation, assembly, and installation of these materials, and for all labor, equipment, tools, and
incidentals necessary to complete this item to the satisfaction of the Engineer.
Payment includes installation of keypad system, installation of vehicle detectors and loops, installation of
safety edge equipment, concrete pads, bollards, asphalt and concrete removal/repair work, and all
required electrical power equipment, conduit and wiring. This item shall also include all conduit, wire, and
other infrastructure work outside and beyond the terminal building required for the establishment of
electrical services to the gate operator.
Lump sum payments will be based on successful completion of three major portions of the work to the
satisfaction of the Engineer.
• 50% Infrastructure in the ground is completed, including items such as concrete foundations,
reinforcing, conduits, wiring, etc.
• 25% System equipment is installed, equipment is mounted and aimed, support structures
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Gate 34 Replacement
installed, wires pulled/terminated between equipment items, system energized and tested,
system is fully functional, ready for commissioning.
• 25% System is commissioned and determined to be fully functional to users as approved by the
City of Fort Worth and the Engineer.
Payment will be made under:
Item SS-350-5.1 Gate 34 Automatic Sliding V-Track Gate and Operator System, Installed — per
Lump Sum
MATERIAL REQUIREMENTS
UL 325 Standard for Door, Drapery, Gate, Louver, and Window Operators and
Systems
UL 991 Standard for Tests for Safety -Related Controls Employing Solid State
Devices
END OF ITEM SS-350
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CSC No. 58200
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ITEM C-105 MOBILIZATION
105-1 Description. This item of work shall consist of, but is not limited to, work and operations necessary
for the movement of personnel, equipment, material and supplies to and from the project site for work on
the project except as provided in the contract as separate pay items.
105-2 Mobilization limit. Mobilization shall be limited to 10 percent of the total project cost.
105-3 Posted notices. Prior to commencement of construction activities, the Contractor must post the
following documents in a prominent and accessible place where they may be easily viewed by all
employees of the prime Contractor and by all employees of subcontractors engaged by the prime
Contractor: Equal Employment Opportunity (EEO) Poster "Equal Employment Opportunity is the Law" in
accordance with the Office of Federal Contract Compliance Programs Executive Order 11246, as amended;
Davis Bacon Wage Poster (WH 1321) - DOL "Notice to All Employees" Poster; and Applicable Davis -Bacon
Wage Rate Determination. These notices must remain posted until final acceptance of the work by the
Owner.
105-4.1 Engineer/RPR field office. An Engineer/RPR field office is not required.
105-4.2 Contractor's access / haul routes. The Contractor shall layout, construct, maintain, and repair all
access/haul roads needed to construct the work. Prior to beginning construction, the contractor shall
document the existing conditions of any proposed haul routes. Documentation methods shall be approved
by the Engineer. The existing access roads shown on the plans shall be repaired, as determined necessary
by the Engineer, at the close of the project. All such work, including all materials and labor, involved in the
layout, construction, maintenance, and repair of the Contractor's access/haul roads will not be measured
for separate payment but will be considered subsidiary to the bid item "Mobilization." Temporary pipe
culverts shall be installed and maintained as required and shall be of the size as directed by the Engineer.
The type of pipe used for temporary pipe shall be at the option of the Contractor. Temporary pipe culverts
will not be measured for separate payment, but will be considered subsidiary to the access/haul road. All
temporary pipe culverts shall be removed by the Contractor and shall remain his property at the close of
the project.
105-4.3 Contractor's Staging Area. The areas designated in the plans or by the Engineer as the
Contractor's staging area shall be cleared and graded by the Contractor as needed for use by the Contractor
in constructing the work on this project. All areas used or otherwise occupied by the Contractor for his
operations shall be cleaned, regraded, and seeded, as directed by the Engineer, prior to the final
acceptance of the project by the Airport. All work involved in the preparation and restoration of areas used
or occupied by the Contractor, including clearing, grubbing, regrading, seeding, and installing and removing
fence, will not be measured for separate payment but will be considered subsidiary to the bid item
"Mobilization."
105-4.4 Instrument Control. The Contractor will be furnished survey baselines and benchmarks to control
the work as shown on the Plans. The Contractor shall be responsible for the additional instrument control
necessary to layout and construct the work. The Contractor shall provide the instrument control as provided
for in Section 50 of the General Provisions. The Contractor's instrument control of the work shall not be
measured for separate payment, but will be considered subsidiary to the bid item "Mobilization".
105-4.5 Location of Underground Utilities. Prior to performing excavations, the Contactor shall be
responsible for performing such spot digging or `potholing" as necessary to verify the location and depth of
existing underground utilities. This work shall be in addition to requirements included the General Provisions
and plan notes. Spot digging or `potholing" will not be paid separately, but shall be considered subsidiary
to the bid item "Mobilization."
105-4.6 Clean -Up. From time to time, the Contractor shall clean up the site in order that the site presents
a neat appearance and that the progress of work will not be impeded. One such clean up shall immediately
precede final inspection.
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Gate 34 Replacement 12/21/2018
Immediately following acceptance of the work by the Owner, the Contractor shall remove all temporary
equipment, surplus materials, and debris resulting from his operations, and leave the site in a condition fully
acceptable to the Owner.
METHOD OF MEASUREMENT
105-5 Basis of measurement and payment. Based upon the contract lump sum price for "Mobilization"
partial payments will be allowed as follows:
a. With first pay request, 25%.
b. When 25% or more of the original contract is earned, an additional 25%.
c. When 50% or more of the original contract is earned, an additional 40%.
d. After Final Inspection, Staging area clean-up and delivery of all Project Closeout materials as
required by Section 90, paragraph 90-11, Contractor Final Project Documentation, the final 10%.
BASIS OF PAYMENT
105-6 Payment will be made under:
Item C-105-6.1 Mobilization (Maximum 10% of Total Bid) — per Lump Sum
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are
referred to within the text by the basic designation only.
Office of Federal Contract Compliance Programs (OFCCP)
Executive Order 11246, as amended
EEOC-P/E-1 — Equal Employment Opportunity is the Law Poster
United States Department of Labor, Wage and Hour Division (WHD)
WH 1321 — Employee Rights under the Davis -Bacon Act Poster
END OF ITEM C-105
CSC No. 58200
C-105-2 Garver Project No. 22A11016
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Gate 34 Replacement 12/21/2018
ITEM F-162 CHAIN -LINK FENCE
DESCRIPTION
162-1.1 This item shall consist of furnishing and erecting a temporary chain -link fence in accordance with
these specifications, the details shown on the plans, and in conformity with the lines and grades shown on
the plans or established by the RPR.
162-1.2 This item shall consist of the removal, delivery, above ground materials, and disposal of all concrete
in regard to the temporary chain -link fence.
MATERIALS
162-2.1 Fabric. The fabric shall be woven with a 9-gauge galvanized steel conforming to the requirements
of ASTM A392, Class 2.
162-2.2 Barbed wire. Barbed wire shall be 2-strand 12-1/2 gauge zinc -coated wire with 4-point barbs and
shall conform to the requirements of ASTM A121, Class 3, Chain Link Fence Grade.
162-2.3 Posts, rails, and braces. Line posts, rails, and braces shall conform to the requirements of ASTM
F1043 or ASTM F1083 as follows:
• Galvanized tubular steel pipe shall conform to the requirements of Group IA, (Schedule 40)
coatings conforming to Type A, or Group IC (High Strength Pipe), External coating Type B, and
internal coating Type B or D.
• Roll Formed Steel Shapes (C-Sections) shall conform to the requirements of Group IIA, and be
galvanized in accordance with the requirements of ASTM F1043, Type A.
• Hot -Rolled Shapes (H Beams) shall meet the requirements of Group III, and be galvanized in
accordance with the requirements of ASTM F1043, Type A.
• Aluminum Pipe shall conform to the requirements of Group IB.
• Aluminum Shapes shall conform to the requirements of Group IIB.
• Vinyl or polyester coated steel shall conform to the requirements of ASTM F1043, Paragraph 7.3,
Optional Supplemental Color Coating.
• Composite posts shall conform to the strength requirements of ASTM F1043 or ASTM F1083. The
strength loss of composite posts shall not exceed 10% when subjected to 3,600 hours of exposure
to light and water in accordance with ASTM G152, ASTM G153, ASTM G154, and ASTM G155.
• Posts, rails, and braces furnished for use in conjunction with aluminum alloy fabric shall be
aluminum alloy or composite.
Posts, rails, and braces, with the exception of galvanized steel conforming to ASTM F1043 or ASTM F1083,
Group 1A, Type A, or aluminum alloy, shall demonstrate the ability to withstand testing in salt spray in
accordance with ASTM B117 as follows:
• External: 1,000 hours with a maximum of 5% red rust.
• Internal: 650 hours with a maximum of 5% red rust.
The dimensions of the posts, rails, and braces shall be in accordance with Tables I through VI of Federal
Specification RR-F-191/3.
162-2.4 Gates. C-3-ate fralmles shall Gensist E)f galvanized steel pope and R-h-All r--.A-.nfA-.rm to the speG.f0r_-.at0A_.ns
. The fa;_hrir_-. shall be of the s-Ame type material as used
the fence
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F-162-1 Garver Project No. 22A11016
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162-2.5 Wire ties and tension wires. Wire ties for use in conjunction with a given type of fabric shall be of
the same material and coating weight identified with the fabric type. Tension wire shall be 7-gauge
marcelled steel wire with the same coating as the fabric type and shall conform to ASTM A824.
All material shall conform to Federal Specification RR-F-191/4.
162-2.6 Miscellaneous fittings and hardware. Miscellaneous steel fittings and hardware for use with zinc -
coated steel fabric shall be of commercial grade steel or better quality, wrought or cast as appropriate to
the article, and sufficient in strength to provide a balanced design when used in conjunction with fabric
posts, and wires of the quality specified herein. All steel fittings and hardware shall be protected with a zinc
coating applied in conformance with ASTM A153. Barbed wire support arms shall withstand a load of 250
pounds applied vertically to the outermost end of the arm.
162-2.7 Concrete. Concrete shall have a minimum 28-day compressive strength of 3000 psi. Any concrete
placed at or above the ground surface shall contain 3-7 percent air content.
162-2.8 Marking. Each roll of fabric shall carry a tag showing the kind of base metal (steel, aluminum, or
aluminum alloy number), kind of coating, the gauge of the wire, the length of fencing in the roll, and the
name of the manufacturer. Posts, wire, and other fittings shall be identified as to manufacturer, kind of base
metal (steel, aluminum, or aluminum alloy number), and kind of coating.
CONSTRUCTION METHODS
162-3.1 General. The fence shall be constructed in accordance with the details on the plans and as
specified here using new materials. All work shall be performed in a workmanlike manner satisfactory to
the RPR. The Contractor shall layout the fence line based on the plans. The Contractor shall span the
opening below the fence with barbed wire at all locations where it is not practical to conform the fence to
the general contour of the ground surface because of natural or manmade features such as drainage
ditches. The new fence shall be permanently tied to the terminals of existing fences as shown on the plans.
The Contractor shall stake down the woven wire fence at several points between posts as shown on the
plans.
The Contractor shall arrange the work so that construction of the new fence will immediately follow the
removal of existing fences. The length of unfenced section at any time shall not exceed 300 feet (90 m).
The work shall progress in this manner and at the close of the working day the newly constructed fence
shall be tied to the existing fence.
162-3.2 Clearing fence line. Clearing shall consist of the removal of all stumps, brush, rocks, trees, or
other obstructions that will interfere with proper construction of the fence. Stumps within the cleared area
of the fence shall be grubbed or excavated. The bottom of the fence shall be placed a uniform distance
above ground, as specified in the plans. When shown on the plans or as directed by the RPR, the existing
fences which interfere with the new fence location shall be removed by the Contractor as a part of the
construction work unless such removal is listed as a separate item in the bid schedule. All holes remaining
after post and stump removal shall be refilled with suitable soil, gravel, or other suitable material and
compacted with tampers.
The cost of removing and disposing of the material shall not constitute a pay item and shall be considered
incidental to fence construction.
162-3.3 Installing posts. All posts shall be set in concrete at the required dimension and depth and at the
spacing shown on the plans.
The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a
smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be set
plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall the
posts be disturbed in any manner within seven (7) days after the individual post footing is completed.
Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than the
greatest dimension of the posts shall be drilled to a depth of 12 inches. After the posts are set, the remainder
CSC No. 58200
F-162-2 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
of the drilled hole shall be filled with grout, composed of one part Portland cement and two parts mortar
sand. Any remaining space above the rock shall be filled with concrete in the manner described above.
In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall be
made for rock excavation.
162-3.4 Installing top rails. The top rail shall be continuous and shall pass through the post tops. The
coupling used to join the top rail lengths shall allow for expansion.
162-3.5 Installing braces. Horizontal brace rails, with diagonal truss rods and turnbuckles, shall be
installed at all terminal posts.
162-3.6 Installing fabric. The wire fabric shall be firmly attached to the posts and braced as shown on the
plans. All wire shall be stretched taut and shall be installed to the required elevations. The fence shall
generally follow the contour of the ground, with the bottom of the fence fabric no less than one inch or more
than 4 inches from the ground surface. Grading shall be performed where necessary to provide a neat
appearance.
At locations of small natural swales or drainage ditches and where it is not practical to have the fence
conform to the general contour of the ground surface, longer posts may be used and multiple strands of
barbed wire stretched to span the opening below the fence. The vertical clearance between strands of
barbed wire shall be 6 inches or less.
162-3.7 Electrical grounds. Electrical grounds shall be constructed where a power line passes over the
fence. The ground shall be installed directly below the point of crossing and within 50 feet of every end
post. The ground shall be accomplished with a copper clad rod 10 9 feet long and a minimum of % &9
inches in diameter driven vertically until the top is 6 inches below the ground surface. A No. 6 solid copper
conductor shall be clamped to the rod and to the fence in such a manner that each element of the fence is
grounded. Installation of ground rods shall not constitute a pay item and shall be considered incidental to
fence construction. The Contractor shall comply with FAA-STD-019, Lightning and Surge Protection,
Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment, paragraph
4.2.3.8, Lightning Protection for Fences and Gates, when fencing is adjacent to FAA facilities.
162-3.8 Cleaning up. The Contractor shall remove from the vicinity of the completed work all tools,
buildings, equipment, etc., used during construction. All disturbed areas shall be seeded per T-901 and
shall be considered subsidiary to the temporary fence.
METHOD OF MEASUREMENT
162-4.1 Chain -link fence will be measured for payment by the linear foot. Measurement will be along the
top of the fence from center to center of end posts, excluding the length occupied by gate openings.
IR9_49 Gatos will be measured- a plete units.
BASIS OF PAYMENT
162-5.1 PaymeRt fE)F Gha.R link feRGe will be made at the GORtraGt unit PFiGe per linear fc)et.
116-2-5.2 PaymeRt fer veh.Gle er pedeStFiaR gates will be made at the GGRtraGt LARit PFiGe feF eaGh gate.
..n.st-all-atie.n. of these teels
e4: r. materials, and fer all labor , ,
162-5.3 Payment for temporary fence includes the installation and removal of the temporary fence; and for
all labor, equipment, tools, excavation, and incidentals necessary to complete the work.
Payment will be made under:
!tern I162 5.1 Chain LiRk Fenee -per linear feet
CSC No. 58200
F-162-3 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
Item F-162-5.1 Temporary Fence — per Linear Foot
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are
referred to within the text by the basic designation only.
ASTM International (ASTM)
ASTM A121
Standard Specification for Metallic -Coated Carbon Steel Barbed Wire
ASTM A153
Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel
Hardware
ASTM A392
Standard Specification for Zinc -Coated Steel Chain -Link Fence Fabric
ASTM A491
Standard Specification for Aluminum -Coated Steel Chain -Link Fence
Fabric
ASTM A824
Standard Specification for Metallic -Coated Steel Marcelled Tension Wire
for Use with Chain Link Fence
ASTM B117
Standard Practice for Operating Salt Spray (Fog) Apparatus
ASTM F668
Standard Specification for Polyvinyl Chloride (PVC), Polyolefin and other
Organic Polymer Coated Steel Chain -Link Fence Fabric
ASTM F1043
Standard Specification for Strength and Protective Coatings on Steel
Industrial Fence Framework
ASTM F1083
Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated
(Galvanized) Welded, for Fence Structures
ASTM F1183
Standard Specification for Aluminum Alloy Chain Link Fence Fabric
ASTM F1345
Standard Specification for Zinc 5% Aluminum-Mischmetal Alloy Coated
Steel Chain -Link Fence Fabric
ASTM G152
Standard Practice for Operating Open Flame Carbon Arc Light Apparatus
for Exposure of Nonmetallic Materials
ASTM G153
Standard Practice for Operating Enclosed Carbon Arc Light Apparatus for
Exposure of Nonmetallic Materials
ASTM G154
Standard Practice for Operating Fluorescent Ultraviolet (UV) Lamp
Apparatus for Exposure of Nonmetallic Materials
ASTM G155
Standard Practice for Operating Xenon Arc Light Apparatus for Exposure
of Nonmetallic Materials
Federal Specifications (FED SPEC)
FED SPEC RR-F-191/3 Fencing, Wire and Post, Metal (Chain -Link Fence Posts, Top Rails and
Braces)
FED SPEC RR-F-191/4 Fencing, Wire and Post, Metal (Chain -Link Fence Accessories)
CSC No. 58200
F-162-4 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
FAA Standard
FAA-STD-019 Lightning and Surge Protection, Grounding, Bonding and Shielding
Requirements for Facilities and Electronic Equipment
FAA Orders
5300.38 AIP Handbook
END OF ITEM F-162
CSC No. 58200
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CSC No. 58200
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ITEM P-605 JOINT SEALANTS FOR PAVEMENTS
DESCRIPTION
605-1.1 This item shall consist of providing and installing a resilient and adhesive joint sealing material
capable of effectively sealing joints in pavement; joints between different types of pavements; and cracks
in existing pavement.
MATERIALS
605-2.1 Joint sealants. Joint sealant materials shall meet the requirements of ASTM D5893 for sealing
joints in concrete pavement.
Each lot or batch of sealant shall be delivered to the jobsite in the manufacturer's original sealed container.
Each container shall be marked with the manufacturer's name, batch or lot number, the safe heating
temperature, and shall be accompanied by the manufacturer's certification stating that the sealant meets
the requirements of this specification.
605-2.2 Backer rod. The material furnished shall be a compressible, non -shrinking, non -staining, non -
absorbing material that is non -reactive with the joint sealant in accordance with ASTM D5249. The backer -
rod material shall be 25% ± 5 % larger in diameter than the nominal width of the joint.
605-2.3 Bond breaking tapes. Provide a bond breaking tape or separating material that is a flexible, non-
shrinkable, non -absorbing, non -staining, and non -reacting adhesive -backed tape. The material shall have
a melting point at least 5°F greater than the pouring temperature of the sealant being used when tested in
accordance with ASTM D789. The bond breaker tape shall be approximately 1/8 inch wider than the
nominal width of the joint and shall not bond to the joint sealant.
CONSTRUCTION METHODS
605-3.1 Time of application. Joints shall be sealed as soon after completion of the curing period as feasible
and before the pavement is opened to traffic, including construction equipment. The pavement temperature
shall be 50°F and rising at the time of application of the poured joint sealing material. Do not apply sealant
if moisture is observed in the joint.
Prior to beginning the sealing operation, the Contractor shall have the sealant supplier demonstrate, to the
satisfaction of the Engineer, the cleaning and installation procedures for the joint sealant to be installed on
the project.
605-3.2 Equipment. Machines, tools, and equipment used in the performance of the work required by this
section shall be approved before the work is started and maintained in satisfactory condition at all times.
Submit a list of proposed equipment to be used in performance of construction work including descriptive
data, 5 days prior to use on the project.
a. Tractor -mounted routing tool. Provide a routing tool, used for removing old sealant from the joints,
of such shape and dimensions and so mounted on the tractor that it will not damage the sides of the joints.
The tool shall be designed so that it can be adjusted to remove the old material to varying depths as
required. The use of V-shaped tools or rotary impact routing devices will not be permitted. Hand -operated
spindle routing devices may be used to clean and enlarge random cracks.
b. Concrete saw. Provide a self-propelled power saw, with water-cooled diamond or abrasive saw
blades, for cutting joints to the depths and widths specified.
c. Sandblasting equipment. Sandblasting is not allowed.
d. Waterblasting equipment. The Contractor must demonstrate waterblasting equipment including
the pumps, hose, guide and nozzle size, under job conditions, before approval in accordance with
paragraph 605-3.3. The Contractor shall demonstrate, in the presence of the RPR, that the method cleans
the joint and does not damage the joint.
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e. Hand tools. Hand tools may be used, when approved, for removing defective sealant from a crack
and repairing or cleaning the crack faces. Hand tools should be carefully evaluated for potential spalling
effects prior to approval for use.
f. Hot -poured sealing equipment. The UR't appliGaters used fer heating and installiRg ASTM D6690
jGiRt sealaRt materials shall be mobile and shall be equipped with a deuble beiler, agitater type kettle with
aR Gil medium On the euter spaGe fer heat transfer; a direGt GE)RReGted pressure type extruding deViGe With
a nozzle shaped for inserting On the joint to be foiled; positive temperature devir__ess fer P-ontrelling the
temperature A-f the tr-A.nq-fp-.r A-il -And- sseaplant; and a reGE)rdiRg type the.r.m.e.meater for iRdiGatiRg the temperature
of th,-Q seal -ant. The appliGater unit shall be designed s;n_ that the sealant Will GirG61late through the delivery
hnoe snit return to the inner kettle when not in use.
g. Cold -applied, single -component sealing equipment. The equipment for installing ASTM D5893
single component joint sealants shall consist of an extrusion pump, air compressor, following plate, hoses,
and nozzle for transferring the sealant from the storage container into the joint opening. The dimension of
the nozzle shall be such that the tip of the nozzle will extend into the joint to allow sealing from the bottom
of the joint to the top. Maintain the initially approved equipment in good working condition, serviced in
accordance with the supplier's instructions, and unaltered in any way without obtaining prior approval. Small
hand-held air -powered equipment (i.e., caulking guns) may be used for small applications.
605-3.3 Preparation of joints. Pavement joints for application of material in this specification must be dry,
clean of all scale, dirt, dust, curing compound, and other foreign matter. The Contractor shall demonstrate,
in the presence of the RPR, that the method cleans the joint and does not damage the joint.
a. Sawing. All joints shall be sawed in accordance with specifications and plan details. Immediately
after sawing the joint, the resulting slurry shall be completely removed from joint and adjacent area by
flushing with a jet of water, and by use of other tools as necessary.
b. Sealing. Immediately before sealing, the joints shall be thoroughly cleaned of all remaining laitance,
curing compound, filler, protrusions of hardened concrete, old sealant and other foreign material from the
sides and upper edges of the joint space to be sealed. Cleaning shall be accomplished by tractor -mounted
routing equipment, concrete saw, or waterblaster as specified in paragraph 605-3.2 and approved by the
Engineer. The newly exposed concrete joint faces and the pavement surface extending a minimum of
'/2 inch from the joint edge shall be sandblasted clean. Sandblasting shall be accomplished in a minimum
of two passes. One pass per joint face with the nozzle held at an angle directly toward the joint face and
not more than 3 inches from it. After final cleaning and immediately prior to sealing, blow out the joints with
compressed air and leave them completely free of debris and water. The joint faces shall be surface dry
when the seal is applied.
c. Backer Rod. When the joint opening is of a greater depth than indicated for the sealant depth, plug
or seal off the lower portion of the joint opening using a backer rod in accordance with paragraph 605-2.2
to prevent the entrance of the sealant below the specified depth. Take care to ensure that the backer rod
is placed at the specified depth and is not stretched or twisted during installation.
d. Bond -breaking tape. Where inserts or filler materials contain bitumen, or the depth of the joint
opening does not allow for the use of a backup material, insert a bond -separating tape breaker in
accordance with paragraph 605-2.3 to prevent incompatibility with the filler materials and three -sided
adhesion of the sealant. Securely bond the tape to the bottom of the joint opening so it will not float up into
the new sealant.
605-3.4 Installation of sealants. Joints shall be inspected for proper width, depth, alignment, and
preparation, and shall be approved by the RPR before sealing is allowed. Sealants shall be installed in
accordance with the following requirements:
Immediately preceding, but not more than 50 feet ahead of the joint sealing operations, perform a final
cleaning with compressed air. Fill the joints from the bottom up to 1/8 inch ±1/16 inch below the top of
pavement surface; or bottom of groove for grooved pavement. Remove and discard excess or spilled
sealant from the pavement by approved methods. Install the sealant in such a manner as to prevent the
CSC No. 58200
P-605-2 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
formation of voids and entrapped air. In no case shall gravity methods or pouring pots be used to install the
sealant material. Traffic shall not be permitted over newly sealed pavement until authorized by the RPR.
When a primer is recommended by the manufacturer, apply it evenly to the joint faces in accordance with
the manufacturer's instructions. Check the joints frequently to ensure that the newly installed sealant is
cured to a tack -free condition within the time specified.
605-3.5 Inspection. The Contractor shall inspect the joint sealant for proper rate of cure and set, bonding
to the joint walls, cohesive separation within the sealant, reversion to liquid, entrapped air and voids.
Sealants exhibiting any of these deficiencies at any time prior to the final acceptance of the project shall be
removed from the joint, wasted, and replaced as specified at no additional cost to the airport.
605-3.6 Clean-up. Upon completion of the project, remove all unused materials from the site and leave the
pavement in a clean condition.
METHOD OF MEASUREMENT
605-4.1 Joint sealing material shall not be measured for separate payment but shall be considered
subsidiary to the item in which it is contained.
BASIS OF PAYMENT
605-5.1 Payment for joint sealing material shall not be paid for separately, as it shall be considered
subsidiary to the item in which it is contained.
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are
referred to within the text by the basic designation only.
ASTM International (ASTM)
ASTM D789 Standard Test Method for Determination of Relative Viscosity of
Polyamide (PA)
ASTM D5249 Standard Specification for Backer Material for Use with Cold- and Hot -
Applied Joint Sealants in Portland -Cement Concrete and Asphalt Joints
ASTM D5893 Standard Specification for Cold Applied, Single Component, Chemically
Curing Silicone Joint Sealant for Portland Cement Concrete Pavements
Advisory Circulars (AC)
AC 150/5340-30 Design and Installation Details for Airport Visual Aids
END ITEM P-605
CSC No. 58200
P-605-3 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
PAGE INTENTIONALLY LEFT BLANK
CSC No. 58200
P-605-4 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
ITEM P-610 CONCRETE FOR MISCELLANEOUS STRUCTURES
DESCRIPTION
610-1.1 This item shall consist of concrete and reinforcement, as shown on the plans, prepared and
constructed in accordance with these specifications. This specification shall be used for all concrete other
than airfield pavement which are cast -in -place.
MATERIALS
610-2.1 General. Only approved materials, conforming to the requirements of these specifications, shall
be used in the work. Materials may be subject to inspection and tests at any time during their preparation
or use. The source of all materials shall be approved by the Resident Project Representative (RPR) before
delivery or use in the work. Representative preliminary samples of the materials shall be submitted by the
Contractor, when required, for examination and test. Materials shall be stored and handled to ensure
preservation of their quality and fitness for use and shall be located to facilitate prompt inspection. All
equipment for handling and transporting materials and concrete must be clean before any material or
concrete is placed in them.
The use of pit -run aggregates shall not be permitted unless the pit -run aggregate has been screened and
washed, and all fine and coarse aggregates stored separately and kept clean. The mixing of different
aggregates from different sources in one storage stockpile or alternating batches of different aggregates
shall not be permitted.
a. ReaGtmvmty. Fine and
Goarse
aggregates
te be
On all GenGrete shall have
been tesAl
aggregate
used
..
_.
fa, Vrn ...
_.
..8
..9•
. .•
610-2.2 Coarse aggregate. The coarse aggregate for concrete shall meet the requirements of ASTM C33
and the requirements of Table 4, Class Designation 5S; and the grading requirements shown below, as
required for the project.
Coarse Aggregate Grading Requirements
Maximum Aggregate Size
ASTM C33, Table 3 Grading
Requirements Size No.
1 1/2 inch (37.5 mm)
467 or
4 and 67
1 inch (25 mm)
57
1/4 inch (19 mm)
67
'/2 inch (12.5 mm)
7
610-2.2.1 Coarse Aggregate susceptibility to durability (D) cracking.
Coarse aggregate may only be accepted from sources that have a 20-year service history for the same
gradation to be supplied with no history of D-Cracking. Aggregates that do not have a 20-year record of
CSC No. 58200
P-610-1 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
service free from major repairs (less than 5% of slabs replaced) in similar conditions without D-cracking
shall not be used unless the material currently being produced has a durability factor greater than or equal
to 95 per ASTM C666. The Contractor shall submit a current certification and test results to verify the
aggregate acceptability. Test results will only be accepted from a State Department of Transportation
(DOT) materials laboratory or an accredited laboratory. Certification and test results which are not dated
or which are over one (1) year old or which are for different gradations will not be accepted.
Crushed granite, calcite cemented sandstone, quartzite, basalt, diabase, rhyolite or trap rock are
considered to meet the D-cracking test requirements but must meet all other quality tests specified in Item
P-501.
610-2.3 Fine aggregate. The fine aggregate for concrete shall meet all fine aggregate requirements of
ASTM C33.
610-2.4 Cement. Cement shall conform to the requirements of ASTM C150 Type 1/11 or ASTM C595 Type
IL.
610-2.5 Cementitious materials.
a. Fly ash. Fly ash shall meet the requirements of ASTM C618, with the exception of loss of ignition,
where the maximum shall be less than 6%. Fly ash shall have a Calcium Oxide (CaO) content of less than
15% and a total available alkali content less than 3% per ASTM C311. Fly ash produced in furnace
operations using liming materials or soda ash (sodium carbonate) as an additive shall not be acceptable.
The Contractor shall furnish the previous three most recent, consecutive ASTM C618 reports for each
source of fly ash proposed in the concrete mix, and shall furnish each additional report as they become
available during the project. The reports can be used for acceptance or the material may be tested
independently by the RPR.
b. Slag cement (ground granulated blast furnace (GGBF)). Slag cement shall conform to ASTM
C989, Grade 100 or Grade 120. Slag cement shall be used only at a rate between 25% and 55% of the
total cementitious material by mass.
610-2.6 Water. Water used in mixing or curing shall be from potable water sources. Other sources shall
be tested in accordance with ASTM C1602 prior to use.
610-2.7 Admixtures. The Contractor shall submit certificates indicating that the material to be furnished
meets all of the requirements indicated below. In addition, the RPR may require the Contractor to submit
complete test data from an approved laboratory showing that the material to be furnished meets all of the
requirements of the cited specifications. Subsequent tests may be made of samples taken by the RPR from
the supply of the material being furnished or proposed for use on the work to determine whether the
admixture is uniform in quality with that approved.
a. Air -entraining admixtures. Air -entraining admixtures shall meet the requirements of ASTM C260
and shall consistently entrain the air content in the specified ranges under field conditions. The air -
entrainment agent and any water reducer admixture shall be compatible.
b. Water -reducing admixtures. Water -reducing admixture shall meet the requirements of ASTM
C494, Type A, B, or D. ASTM C494, Type F and G high range water reducing admixtures and ASTM C1017
flowable admixtures shall not be used.
c. Other chemical admixtures. The use of set retarding, and set -accelerating admixtures shall be
approved by the RPR. Retarding shall meet the requirements of ASTM C494, Type A, B, or D and set -
accelerating shall meet the requirements of ASTM C494, Type C. Calcium chloride and admixtures
containing calcium chloride shall not be used.
610-2.8 Premolded joint material. Premolded joint material for expansion joints shall meet the
requirements of ASTM D1751.
CSC No. 58200
P-610-2 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
610-2.9 Joint filler. The filler for joints shall meet the requirements of Item P-605, unless otherwise
specified.
610-2.10 Steel reinforcement. Reinforcing shall consist of reinforcing steel or welded steel wire fabric
conforming to the requirements of ASTM A615 for reinforcing steel and ASTM A1064 for welded steel wire
fabric.
610-2.11 Materials for curing concrete. Curing materials shall conform to ASTM C309
CONSTRUCTION METHODS
610-3.1 General. The Contractor shall furnish all labor, materials, and services necessary for, and
incidental to, the completion of all work as shown on the drawings and specified here. All machinery and
equipment used by the Contractor on the work, shall be of sufficient size to meet the requirements of the
work. All work shall be subject to the inspection and approval of the RPR.
610-3.2 Concrete Mixture. The concrete shall develop a compressive strength of 4,000 psi in 28 days as
determined by test cylinders made in accordance with ASTM C31 and tested in accordance with ASTM
C39. The concrete shall contain not less than 470 pounds of cementitious material per cubic yard. The
water cementitious ratio shall not exceed 0.45 by weight. The air content of the concrete shall be 5% +/-
1.2% as determined by ASTM C231 and shall have a slump of not more than 4 inches as determined by
ASTM C143.
610-3.3 Mixing. Concrete may be mixed at the construction site, at a central point, or wholly or in part in
truck mixers. The concrete shall be mixed and delivered in accordance with the requirements of ASTM C94
or ASTM C685.
The concrete shall be mixed only in quantities required for immediate use. Concrete shall not be mixed
while the air temperature is below 40°F without the RPRs approval. If approval is granted for mixing under
such conditions, aggregates or water, or both, shall be heated and the concrete shall be placed at a
temperature not less than 50°F nor more than 100°F. The Contractor shall be held responsible for any
defective work, resulting from freezing or injury in any manner during placing and curing, and shall replace
such work at his expense.
Retempering of concrete by adding water or any other material is not permitted.
The rate of delivery of concrete to the job shall be sufficient to allow uninterrupted placement of the concrete.
610-3.4 Forms. Concrete shall not be placed until all the forms and reinforcements have been inspected
and approved by the RPR. Forms shall be of suitable material and shall be of the type, size, shape, quality,
and strength to build the structure as shown on the plans. The forms shall be true to line and grade and
shall be mortar -tight and sufficiently rigid to prevent displacement and sagging between supports. The
surfaces of forms shall be smooth and free from irregularities, dents, sags, and holes. The Contractor shall
be responsible for their adequacy.
The internal form ties shall be arranged so no metal will show in the concrete surface or discolor the surface
when exposed to weathering when the forms are removed. All forms shall be wetted with water or with a
non -staining mineral oil, which shall be applied immediately before the concrete is placed. Forms shall be
constructed so they can be removed without injuring the concrete or concrete surface.
610-3.5 Placing reinforcement. All reinforcement shall be accurately placed, as shown on the plans, and
shall be firmly held in position during concrete placement. Bars shall be fastened together at intersections.
The reinforcement shall be supported by approved metal chairs. Shop drawings, lists, and bending details
shall be supplied by the Contractor when required.
610-3.6 Embedded items. Before placing concrete, all embedded items shall be firmly and securely
fastened in place as indicated. All embedded items shall be clean and free from coating, rust, scale, oil, or
any foreign matter. The concrete shall be spaded and consolidated around and against embedded items.
The embedding of wood shall not be allowed.
CSC No. 58200
P-610-3 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
610-3.7 Concrete Consistency. The Contractor shall monitor the consistency of the concrete delivered to
the project site; collect each batch ticket; check temperature; and perform slump tests on each truck at the
project site in accordance with ASTM C143.
610-3.8 Placing concrete. All concrete shall be placed during daylight hours, unless otherwise approved.
The concrete shall not be placed until the depth and condition of foundations, the adequacy of forms and
falsework, and the placing of the steel reinforcing have been approved by the RPR. Concrete shall be
placed as soon as practical after mixing, but in no case later than one (1) hour after water has been added
to the mix. The method and manner of placing shall avoid segregation and displacement of the
reinforcement. Troughs, pipes, and chutes shall be used as an aid in placing concrete when necessary.
The concrete shall not be dropped from a height of more than 5 feet. Concrete shall be deposited as nearly
as practical in its final position to avoid segregation due to rehandling or flowing. Do not subject concrete
to procedures which cause segregation. Concrete shall be placed on clean, damp surfaces, free from
running water, or on a properly consolidated soil foundation.
610-3.9 Vibration. Vibration shall follow the guidelines in American Concrete Institute (ACI) Committee
309R, Guide for Consolidation of Concrete.
610-3.10 Joints. Joints shall be constructed as indicated on the plans.
610-3.11 Finishing. All exposed concrete surfaces shall be true, smooth, and free from open or rough
areas, depressions, or projections. All concrete horizontal plane surfaces shall be brought flush to the
proper elevation with the finished top surface struck -off with a straightedge and floated.
610-3.12 Curing and protection. All concrete shall be properly cured in accordance with the
recommendations in American Concrete Institute (ACI) 308R, Guide to External Curing of Concrete. The
concrete shall be protected from damage until project acceptance.
610-3.13 Cold weather placing. When concrete is placed at temperatures below 40°F, follow the cold
weather concreting recommendations found in ACI 306R, Cold Weather Concreting.
610-3.14 Hot weather placing. When concrete is placed in hot weather greater than 85°F, follow the hot
weather concreting recommendations found in ACI 305R, Hot Weather Concreting.
QUALITY ASSURANCE (QA)
610-4.1 Quality Assurance sampling and testing. Concrete for each day's placement will be accepted
on the basis of the compressive strength specified in paragraph 610-3.2. The RPR will sample the concrete
in accordance with ASTM C172; test the slump in accordance with ASTM C143; test air content in
accordance with ASTM C231; make and cure compressive strength specimens in accordance with ASTM
C31; and test in accordance with ASTM C39. The QA testing agency will meet the requirements of ASTM
C1077.
The Contractor shall provide adequate facilities for the initial curing of cylinders.
610-4.2 Defective work. Any defective work that cannot be satisfactorily repaired as determined by the
RPR, shall be removed and replaced at the Contractor's expense. Defective work includes, but is not limited
to, uneven dimensions, honeycombing and other voids on the surface or edges of the concrete.
METHOD OF MEASUREMENT
610-5.1 Concrete shall be considered incidental and no separate measurement shall be made..
rmmplete in plane and o epted
BASIS OF PAYMENT
610-6.1 PayRgeRt shall be made at the , A_.Atr" + nr,,.o Concrete shall be considered incidental and no
separate payment shall be made.
CSC No. 58200
P-610-4 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
Payment will be made under
Item P-610-6.1
Concrete, incidental to other work items
REFERENCES
The publications listed below form a part of this specification to the extent referenced. The publications are
referred to within the text by the basic designation only.
ASTM International (ASTM)
ASTM A184
Standard Specification for Welded Deformed Steel Bar Mats for Concrete
Reinforcement
ASTM A615
Standard Specification for Deformed and Plain Carbon -Steel Bars for
Concrete Reinforcement
ASTM A704
Standard Specification for Welded Steel Plain Bar or Rod Mats for
Concrete Reinforcement
ASTM A706
Standard Specification for Low -Alloy Steel Deformed and Plain Bars for
Concrete Reinforcement
ASTM A775
Standard Specification for Epoxy -Coated Steel Reinforcing Bars
ASTM A884
Standard Specification for Epoxy -Coated Steel Wire and Welded Wire
Reinforcement
ASTM A934
Standard Specification for Epoxy -Coated Prefabricated Steel Reinforcing
Bars
ASTM A1064
Standard Specification for Carbon -Steel Wire and Welded Wire
Reinforcement, Plain and Deformed, for Concrete
ASTM C31
Standard Practice for Making and Curing Concrete Test Specimens in the
Field
ASTM C33
Standard Specification for Concrete Aggregates
ASTM C39
Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens
ASTM C94
Standard Specification for Ready -Mixed Concrete
ASTM C136
Standard Test Method for Sieve or Screen Analysis of Fine and Coarse
Aggregates
ASTM C114
Standard Test Methods for Chemical Analysis of Hydraulic Cement
ASTM C136
Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
ASTM C143
Standard Test Method for Slump of Hydraulic -Cement Concrete
ASTM C150
Standard Specification for Portland Cement
ASTM C171
Standard Specification for Sheet Materials for Curing Concrete
ASTM C172
Standard Practice for Sampling Freshly Mixed Concrete
ASTM C231
Standard Test Method for Air Content of Freshly Mixed Concrete by the
Pressure Method
ASTM C260
Standard Specification for Air -Entraining Admixtures for Concrete
CSC No. 58200
P-610-5 Garver Project No. 22A11016
Meacham International Airport AC 150/5370-10H
Gate 34 Replacement 12/21/2018
ASTM C309
Standard Specification for Liquid Membrane -Forming Compounds for
Curing Concrete
ASTM C311
Standard Test Methods for Sampling and Testing Fly Ash or Natural
Pozzolans for Use in Portland -Cement Concrete
ASTM C494
Standard Specification for Chemical Admixtures for Concrete
ASTM C618
Standard Specification for Coal Fly Ash and Raw or Calcined Natural
Pozzolan for Use in Concrete
ASTM C666
Standard Test Method for Resistance of Concrete to Rapid Freezing and
Thawing
ASTM C685
Standard Specification for Concrete Made by Volumetric Batching and
Continuous Mixing
ASTM C989
Standard Specification for Slag Cement for Use in Concrete and Mortars
ASTM C1017
Standard Specification for Chemical Admixtures for Use in Producing
Flowing Concrete
ASTM C1077
Standard Practice for Agencies Testing Concrete and Concrete
Aggregates for Use in Construction and Criteria for Testing Agency
Evaluation
ASTM C1157
Standard Performance Specification for Hydraulic Cement
ASTM C1260
Standard Test Method for Potential Alkali Reactivity of Aggregates
(Mortar -Bar Method)
ASTM C1365
Standard Test Method for Determination of the Proportion of Phases in
Portland Cement and Portland -Cement Clinker Using X-Ray Powder
Diffraction Analysis
ASTM C1602
Standard Specification for Mixing Water Used in the Production of
Hydraulic Cement Concrete
ASTM D1751
Standard Specification for Preformed Expansion Joint Filler for Concrete
Paving and Structural Construction (Nonextruding and Resilient Asphalt
Types)
ASTM D1752
Standard Specification for Preformed Sponge Rubber Cork and Recycled
PVC Expansion Joint Fillers for Concrete Paving and Structural
Construction
American Concrete Institute (ACI)
ACI 305R Hot Weather Concreting
ACI 306R Cold Weather Concreting
ACI 308R Guide to External Curing of Concrete
ACI 309R Guide for Consolidation of Concrete
END OF ITEM P-610
CSC No. 58200
P-610-6 Garver Project No. 22A11016
APPENDIX
GC-4.02 Subsurface and Physical Conditions
GC-6.07 Wage Rates
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
GC-4.02 Subsurface and Physical Conditions
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
GC-6.07 Wage Rates
THIS PAGE LEFT INTENTIONALLY BLANK
CITY OF FORT WORTH Gate 34 Replacement Project at
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meacham International Airport
Revised July 1, 2011
2013 PREVAILING WAGE RATES
(Heavy and Highway Construction Projects)
CLASSIFICATION DESCRIPTION
Wage Rate
Asphalt Distributor Operator
$
15.32
Asphalt Paving Machine Operator
$
13.99
Asphalt Raker
$
12.69
Broom or Sweeper Operator
$
11.74
Concrete Finisher, Paving and Structures
$
14.12
Concrete Pavement Finishing Machine Operator
$
16.05
Concrete Saw Operator
$
14.48
Crane Operator, Hydraulic 80 tons or less
$
18.12
Crane Operator, Lattice Boom 80 Tons or Less
$
17.27
Crane Operator, Lattice Boom Over 80 Tons
$
20.52
Crawler Tractor Operator
$
14.07
Electrician
$
19.80
Excavator Operator, 50,000 pounds or less
$
17.19
Excavator Operator, Over 50,000 pounds
$
16.99
Flagger
$
10.06
Form Builder/Setter, Structures
$
13.84
Form Setter, Paving & Curb
$
13.16
Foundation Drill Operator, Crawler Mounted
$
17.99
Foundation Drill Operator, Truck Mounted
$
21.07
Front End Loader Operator, 3 CY or Less
$
13.69
Front End Loader Operator, Over 3 CY
$
14.72
Laborer, Common
$
10.72
Laborer, Utility
$
12.32
Loader/Backhoe Operator
$
15.18
Mechanic
$
17.68
Milling Machine Operator
$
14.32
Motor Grader Operator, Fine Grade
$
17.19
Motor Grader Operator, Rough
$
16.02
Off Road Hauler
$
12.25
Pavement Marking Machine Operator
$
13.63
Pipelayer
$
13.24
Reclaimer/Pulverizer Operator
$
11.01
Reinforcing Steel Worker
$
16.18
Roller Operator, Asphalt
$
13.08
Roller Operator, Other
$
11.51
Scraper Operator
$
12.96
Servicer
$
14.58
Small Slipform Machine Operator
$
15.96
Spreader Box Operator
$
14.73
Truck Driver Lowboy -Float
$
16.24
Truck Driver Transit -Mix
$
14.14
Truck Driver, Single Axle
$
12.31
Truck Driver, Single or Tandem Axle Dump Truck
$
12.62
Truck Driver, Tandem Axle Tractor with Semi Trailer
$
12.86
Welder
$
14.84
Work Zone Barricade Servicer
$
11.68
The Davis -Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by
the United States Department of Labor and current as of September 2013. The titles and descriptions for the
classifications listed are detailed in the AGC of Texas' Standard Job Classifications and Descriptions for Highway,
Heavy, Utilities, and Industrial Construction in Texas.
Page 1 of 1
FORT WORTH
Routing and Transmittal Slip
Aviation
Department
DOCUMENT TITLE: FTW Gate 34 Replacement Project Construction Contract
M&C
CPN CSO #
DOC#
DATE: 2/24/2023
INITIALS
DATE OUT
TO:
1. Aaron Barth*`
Feb 24, 2023
2. Roger Venables
Feb 24, 2023
3. JB Strong
Feb 24, 2023
4. Dana Bur hdoff
09
oB
Feb 24, 2023
5. Jannette Goodall
JsG za
Feb 24, 2023
6.
DOCUMENTS FOR CITY MANAGER'S SIGNTURE: All documents received from any and all City
Departments requesting City Manager's signature for approval MUST BE ROUTED TO THE
APPROPRIATE ACM for approval first. Once the ACM has signed the routing slip, David will review
and take the next steps.
NEEDS TO BE NOTARIZED: ❑ Yes ❑x No
RUSH: ❑ Yes ❑X No SAME DAY: ❑ Yes ❑ No NEXT DAY: ❑ Yes ❑ No
ROUTING TO CSO: x❑ Yes ❑ No
Action Required:
❑ As Requested
❑ For Your Information
1 Signature/Routing and or Recording
❑ Comment
❑ File
❑ Attach Signature, Initial and Notary Tabs
Return to: Please call Tyler Dale at ext. 541 for pick up when completed. Thank you.