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BRICK PAVEMENT REPAIR (2013-12)
AT VARIOUS LOCATIONS
City Project No. GGOl-537110-0202002
Betsy Price
Mayor
Tom Higgins
City Manager
Douglas W. Wiersig, P.E.
Director, Transportation and Public Works Department
George Behmanesh, P.E.
Assistant Director, Transportation and Public Works Department
Prepared for
The City of Fort Worth
TRANSPORTATION AND PUBLIC WORKS
2013
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M&C Review
http://apps.cfwnet.org/council_packet/mc_review.asp?I D=1856...
Official site of the City of Fort Worth, Texas
CITY COUNCIL AGENDA
EORT_� FI
�
COUNCIL ACTION: Approved on 8/6/2013
DATE: 8/6/2013 REFERENCE NO.: *""C-26373 LOG NAME: 206RICK PAVEMENT
REPAIR 2013-12
CODE: C TYPE: CONSENT PUBLIC NO
HEARING:
SUBJECT: Authorize Execution of a Contract with C. Green Scaping, LP, in the Amount of $375,760.00
for Brick Pavement Repair 2013-12 for Camp Bowie Boulevard (COUNCIL DISTRICT 7)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a Contract with C. Green Scaping,
LP, in the amourit of $375,760.00 for brick pavement repair 2013-12 for Camp Bowie Boulevard.
DISCUSSION:
Brick Pavement Repair 2013-12 provides for the removal and replacement of failed brick pavement on
Camp Bowie Boulevard from Boland Street to Prevost Street.
Funding for this project was part of Fiscal Year 2013 General Fund.
The City reserves the right to increase or decrease quantities of individual pay items within the contract
provided that the total contract amount remains within plus or minus 25 percerrt of the coritract award.
This project was advertised for bid on February 14, 2013 and February 21, 2013, in the Fort Worth
Star-Telearam. On March 14, 2013, the following bids were received:
BIDDER
AMOUNT
C. GREEN SCAPING, LP $375,760.00
BRADLEY DOUGLAS CONSTRUCTION SVC., LLC
$620, 380.00
M/WBE Office - C. Green Scaping, LP, is in compliance with the City's BDE Ordinance by committing to
13 percer�t MBE participation. The City's goal on this project is 13 percent. Additionally, C. Green
Scaping, LP, is a certified M/WBE firm.
This project is located in COUNCIL DISTRICT 7, Mapsco 75D, 75E, 75F, 75G and 76A.
FISCAL INFORMATION/CERTIFICATION:
� of 2 8/7/2013 1:24 PM
M&C Review
http://apps.cfwnet.org/council_packet/mc review.asp?ID=1856...
The Financial Management Services Director certifies that funds are available in the current operating
budget, as appropriated, of the General Fund.
TO FundlAccountlCenters
Submitted for City Manager's Office bv:
Oriqinatinq Department Head:
Additional Information Contact:
ATTACHMENTS
M-C requests BRK 2013-12.pdf
FROM Fund/Account/Centers
GG01 537110 0202002 $375,760.00
Fernando Costa (6122)
Douglas W Wiersig (7801)
George Behmanesh (7914)
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TABLE OF CONTENTS
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SECTION 00 00 00
TABLE OF CONTENTS
Division 00 - General Conditions
vG��.'7�T0 SP=�R�'OTiIQ r�CCi1VT1 �2III72CR2IVilT�I2
���5-l� �e-Hd-�
00 11 13 Invitation to Bidders
00 21 13 Instructions to Bidders
00 35 13 Conflict of Interest Afiidavit
00 41 00 Bid Form
00 42 43 Proposal Form Unit Price
00 43 13 Bid Bond
00 43 37 Vendor Compliance to State Law Nonresident Bidder
00 45 26 Contractor Compliance with Workers' Compensation Law
00 45 39 Minority and Women Business Enterprise Goal
00 52 43 Agreement
00 61 13 Performance Bond
00 61 14 Payment Bond
00 61 19 Maintenance Bond
00 61 25 Certificate of Insurance
00 72 00 General Conditions
00 73 00 Supplementary Conditions
Division O1- General Requirements
Ol 11 00 Summary of Work
Ol 25 00 Substitution Procedures
Ol 31 19 Preconstruction Meeting
O l 31 20 Proj ect Meetings
O1 32 16 Construction Progress Schedule
O1 32 33 Preconstruction Video
O1 33 00 Submittals
Ol 35 13 Special Project Procedures
O1 45 23 Testing and Inspection Services
O1 50 00 Temporary Facilities and Controls
Ol 55 26 Street Use Permit and Modifications to Traffic Control
Ol 57 13 Storm Water Pollution Prevention Plan
O1 58 13 Temporary Project Signage
Ol 60 00 Product Requirements
�'-��o�z �'�� ' �
O1 74 23 Cleaning
Ol 77 19 Closeout Requirements
O1 78 39 Project Record Documents
Division 02 - EZcisting Conditions
02 41 15 Paving Removal
Division 32 - Exterior Improvements
32 13 13 Concrete Paving
32 13 73 Concrete Paving Joint Sealants
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 9, 201 I
BRICK PAVEMENT REPAIR (2013-12)
GGO 1-537110-0202002
000000-z
TABLE OF CONTENTS
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32 14 16 Brick Unit Paving
32 16 13 Concrete Curb and Gutters and Valley Gutters
Division 33 - Utilities
33 OS 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade
Division 34 - Transportation
34 71 13 Trafiic Control
Appendix
GC-6.06.D
GC-6.07
A
B
Minority and Women Owned Business Enterprise Compliance
Wage Rates
Street Locations
Standards
16 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS
Revised November 9, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
001113-1
INVITATION TO BIDDERS
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SECTION 00 11 13
INVITATION TO BIDDERS
RECEIPT OF BIDS
Sealed bids for the construction of BRICK PAVEMENT REPAIR (2013-12) AT VARIOUS
LOCATIONS, GGOl-537110-0202002 will be received by the City of Fort Worth Purchasing
Office:
City of Fort Worth
Purchasing Division
1000 Throckmorton Street
Fort Worth, Texas 76102
until 1:30 P.M. CST, Thursday, March 14, 2013, and bids will be opened publicly and read aloud
at 2:00 PM CST in the Council Chambers.
GENERAL DESCRIPTION OF WORK
The maj or work will consist of the (approximate). following:
1,000 S.Y. Remove Concrete Base
1,000 S.Y. 6" Concrete Base HES
2,200 S.Y. Remove Brick Pavement
2,200 S.Y. Brick Pavement
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.fortwarthaov.org/�urchasin / and
clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw 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 purchased from Pamela Forehand, 817-
392-'7913. City of Fort Worth, TPW, 2"d Floor, 1000 Throckmorton St., Fort Worth, TX 76102.
The cost of Bidding and Contract Documents is: $30.00
PREBID CONFERENCE
A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO
BIDDERS at the following location, date, and time:
DATE: Wednesday, February 27, 2013
TIME: 09.00 A.M.
PLACE: Transportation & Public Works, 1000 Tl�rockmorton Street, Room 270
Fort Worth, Texas 76102
LOCATION: Municipal Building, 2"d Floor.
CITY'S RIGHT TO ACCEPT OR REJECT BIDS
City reserves the right to waive irregularities and to accept or reject bids.
INQUIRIES
All inquiries relative to this procurement should be addressed to the following:
Attn: Tariqul Islam, City of Fort Worth
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCtJMENTS GGO1-537110-0202002
Revised July 1, 20ll
001113-2
INVITATION TO BIDDERS
Page 2 of 2
1 Email: tariqul.islam@fortworthTexas.gov
2 Phone: 817-392-2486
4 ADVERTISEMENT DATES
5 Feb�°uaiy 14, 2013
6 Feb��ua�y 21, 2012
7
8 END OF SECTION
CTI'Y OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-537110-0202002
Revised July 1, 2011
00 21 13 - 1
INSTRUCTIONS TO BIDDERS
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SECTION 00 21 13
INSTRUCTIONS TO BIDDERS
1. Defined Terms
1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which 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, ium, partnership, company, association, or corporation acting
directly tl�rough a duly authorized representative, submitiing 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.
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C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
00 21 13 - 2
INSTRUCTIONS TO BIDDERS
Page 2 of 9
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Examination of Bidding and Contract Documents, Other Related Data, and Site
18 4.1. Before submitting a Bid, each Bidder shall:
19
20 4.1.1. Examine and carefully study the Contract Documents and other related data
21 identified in the Bidding Documents (including "technical data" referred to in
22 Paragraph 4.2. below). No inforxnation given by City or any representative of the
23 City other than that contained in the Contract Documents and officially
24 promulgated addenda thereto, shall be binding upon the City.
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4.1.2. 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. Consider federal, state and local Laws and Regulations that may affect cost,
progress, perfonnance or furnishing of the Work.
4.1.4. 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. Be advised that the Contract Documents on file with the City shall constitute all of
the information wluch the City will furnish. All additional infonnation 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.
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMEIVT REPAIR (2013-12)
GGO1-5 37 1 10-0202002
00 21 13 - 3
INSTRUCTIONS TO BIDDERS
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4.1.6. 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. On 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, invesiigations, tests and studies.
4.1.7. 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 submissian of a proposal is prima-facie evidence that the
Bidder has made the investigation, examinations and tests herein required. Claims
for additional compensation due to variations between conditions actually
encountered in construction and as indicated in the Contract Documents will not be
allowed.
4.1.8. 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 of:
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 ihat 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 identiiied
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGOi-537110-0202002
00 21 13 - 4
INSTRUCTIONS TO BIDDERS
Page 4 of 9
1 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i)
2 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without
3 exception the Bid is premised upon performing and furnishing the Work required by the
4 Contract Documents and applying the speciiic means, methods, techniques, sequences or
5 procedures of construction (if any) that may be shown or indicated or expressly required
6 by the Contract Documents, (iii) that Bidder has given City written notice of all
7 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the
8 written resolutions thereof by City are acceptable to Bidder, and when said conflicts,
9 etc., have not been resolved through the interpretations by City as described in
10 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate
11 and convey understanding of all terms and conditions for performing and furnishing the
12 Work.
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14 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated
15 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by
16 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract
17 Documents.
18
19 5. Availability of Lands for Worlc, Etc.
20
21 5.1. The lands upon which the Work is to be performed, rights-of-way and easements for
22 access thereto and other lands designated for use by Contractor in performing the Work
23 are identiiied in the Contract Documents. All additional lands and access thereto
24 required for teinporary construction facilities, construction equipment or storage of
25 materials and equipment to be incorporated in the Work are to be obtained and paid for
26 by Contractor. Easements for permanent structures or permanent changes in existing
27 facilities are to be obtained and paid for by City unless otherwise provided in the
28 Contract Documents.
29
30 5.2. Outstanding right-of-way, easements, andlor permits to be acquired by the City are listed
31 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right-
32 of-way, easements, and/or permits are not obtained, the City reserves the right to cancel
33 the award of contract at any time before the Bidder begins any construction work on the
34 project.
35
36 5.3. The Bidder shall be prepared to commence constiuction without all executed right-of-
37 way, easements, and/or permits, and shall submit a schedule to the City of how
38 construction will proceed in the other areas of the project that do not require permits
39 and/or easements.
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41 6. Interpretations and Addenda
42
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS GGO1-53 7 1 10-0202002
Revised July 1, 20ll
00 21 13 - 5
INSTRUCTIONS TO BIDDERS
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6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to
City in writing on or before 2 p.m., the Monday 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:
City of Fort Worth
1000 Throckmorton Street
Fort Worth, TX 76102
Attn: Tariqul Islam, City of Fort Worth
Fax: 817-392-8092
Email: tariqul.islam@fortworthTexas.gov
Phone: 817-392-2486
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 Buzzsaw at <Insert Link to Documents>.
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 Bid Bond made payable to City in an amount of five
(5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting
the requirements of Paragraphs 5.01 of the General Conditions.
7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award
have been satisfied. If the Successful Bidder fails to execute and deliver the complete
Agreement within 10 days after the Notice of Award, City may consider Bidder to be in
default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited.
Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all
other Bidders whom City believes to have a reasonable chance of receiving the award
will be retained by City until final contract execution.
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICIC PAVEMENT REPAIR (2013-12)
GGO 1-5 37 1 1 0-0202002
00 21 13 - 6
INSTRUCTIONS TO BIDDERS
Page 6 of 9
1 9. Liquidated Damages
2 Provisions for liquidated damages are set forth in the Agreement.
3
4 10. Substitute and "Or-Equal" Items
5 The Contract, if awarded, will be on the basis of materials and equipment described in the
6 Bidding Documents without consideration of possible substitute or "or-equal" items.
7 Whenever it is indicated or specified in the Bidding Documents that a"substitute" or "or-
8 equal" item of material or equipment may be furnished or used by Contractor if acceptable to
9 City, application for such acceptance will not be considered by City until after the Effective
10 Date of the Agreement. The procedure for submission of any such application by Contractor
11 and consideration by City is set forth in Paragraphs 6.OSA., 6.OSB. and 6.OSC. of the General
12 Conditions and is supplemented in Section O1 25 00 of the General Requirements.
13
14 11. Subcontractors, Suppliers and Others
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11.1. In accordance with City Ordinauce No. 20020-12-2011 (as amended), the City has
goals for the participation of �ninority business enterprises in City contracts. A copy
of the Ordinance can be obtained from the Office of the City Secretary. The Bidder
shall submit the MBE Utilization Form, Subcontractor/Supplier Utilization Form,
Prime Contractar Waiver Foim and/or Good Faith Effort Form (with
"docuinentation) and/or Joint Venture Forn1 as appropriate. The Forms including
documentation must be received by the City no later than 5;00 P.M. CST, five (5)
City business days after the bid opening date. The Bidder shall obtain a receipt from
the City as evidence the documentation was received. Failure to comply shall render
the bid as non-responsive.
11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person
or organization against whom Contractor 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 by printing in ink 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,
written in ink in both words and numerals, for which the Bidder proposes to do the
work contemplated or furnish materials required. All prices shall be written legibly.
I�i case of discrepancy between price in written words and the price in written
nuinerals, the price in written words shall govern.
45 12.3. Bids by corporations shall be executed in the corporate name by the president or a
46 vice-president or other corporate officer accompanied by evidence of authority to
47 sign. The corporate seal shall be affixed. The corporate address and state of
48 incorporation shall be shown below the signature.
49
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-537110-0202002
Revised July l, 2011
00 21 13 - 7
INSTRUCTIONS TO BIDDERS
Page 7 of 9
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12.4. Bids by partnerships shall be executed in the partnership naine 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 iirm 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 venturer in the manner
indicated on the Bid Form. The ofiicial address of the joint venture shall be shown.
12.8
12.9.
All names shall be typed or printed in ink below the signature.
The Bid shall contain an acknowledgement of receipt of all Addenda, ihe 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.
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 City 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. Modification and Withdrawal of Bids
14.1. Bids addressed to the City Manager and filed with the Purchasing Office cannot be
withdrawn prior to the time set for bid opening. A request for withdrawal must be
made in writing by an appropriate document duly executed in the manner that a Bid
must be executed and delivered to the place where Bids are to be submitted at any
time prior to the opening of Bids. After all Bids not requested for withdrawal are
opened and publicly read aloud, the Bids for which a withdrawal request has been
properly filed may, at the option of the City, be returned unopened.
14.2. Bidders may inodify their Bid by electronic communication at any time prior to the
time set for the closing of Bid receipt.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Tuly 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
00 21 13 - 8
INSTRUCTIONS TO BIDDERS
Page 8 of 9
1 15. Opening of Bids
2 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An
3 abstract of the amounts of the base Bids and major alternates (if any) will be made available
4 to Bidders after the opening of Bids.
5
6 16. Bids to Remain 5ubject to Acceptance
7 All Bids will remain subject to acceptance for the time period specified for Notice of Award
8 and execution and delivery of a complete Agreement by Successful Bidder. City may, at
9 City's sole discretion, release any Bid and nullify the Bid security prior to that date.
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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, whether because the Bid is
not responsive or the Bidder is unqualified or of doubtful financial ability or fails to
meet any other pertinent standard or criteria established by City. City also reserves
the right to waive informalities not involving price, contract time or changes in the
Work with the Successful 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 coirect sum thereof will
be resolved in favor of the correct sum. Discrepancies between words and figures
will be resolved in favor of the words.
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 perfornied 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 coinpletion of additional work if awarded.
17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and
other persons and organizations proposed for those portions of the Work as to wluch
the identity of 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, perfonnance
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.
43 17.3. City may conduct such investigations as City deems necessary to assist in the
44 evaluation of any Bid and to establish the responsibility, qualifications, and financial
45 ability of Bidders, proposed Subcontractors, Suppliers and other persons and
46 organizations to perforni and funlish the Work in accordance with the Contract
47 Documents to City's satisfaction within the prescribed time.
48
49 17.4. Contractor shall perform with his own organization, work of a value not less than
50 35% of the value embraced on the Coutract, unless otherwise approved by the City.
51
CiTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCCTMENTS GGO1-53 7 1 10-0202002
Revised July 1, 2011
00 21 13 - 9
INSTRUCTIONS TO BIDDERS
Page 9 of 9
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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 contractor award a Notice of Award will be issued by
the City.
17.8. Failure or refusal to comply with the requirements may result in rejection of Bid.
18. Signing of Agreement
When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the
required number of unsigned counterparts of the Agreement. Within 14 days thereafter
Contractor shall sign and deliver the required number of counterparts of the Agreement to
City with the required Bonds, Certiiicates of Insurance, and all other required documentation.
City shall thereafter deliver one fully signed counterpart to Contractor.
END OF SECTION
CITY OF FORT WORTH
STANDARD CON3TRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
003513-1
CONFLICT OF INTEREST AFFIDAVIT
Page 1 of 3
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SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth
(also referred to as "City") procurement are required to complete Conflict of Interest
Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure
Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the
Bidder has on file with the City Secretary the required documentation and is eligible to bid on
City Work. The referenced forms may be downloaded from the website links provided below.
http://www. ethics. state.tx.us/forms/CIQ.pdf
http://www.ethics. state.tx.us/foi7ns/CIS.pdf
0
�
�
�
CIQ Form is on file with City Secretary
CIQ Fonn is being provided to the City Secretary
CIS Form is on File with City Secretaiy
CIS Form is being provided to the City Secretary
I.�11)17�1�ia
Company
Address
City/State/Zip
I�
Signature:
Title:
CITY OF FORT WORTH
STANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Ju(y 1, 2011
(Please Print)
(Please Print)
BRiCK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
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003513-1
CONFLICT OF INTEREST AFFIDAVIT
Page 1 of 3
SECTION 00 35 13
CONFLICT OF INTEREST AFFIDAVIT
Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth
(also referred to as "City") procurement are required to complete Conflict of Interest
Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure
Statement (the attached CIS Foim) below pursuant to state law. This affidavit will certify that the
Bidder has on file with the City Secretary the required documentation and is eligible to bid on
City Work. The referenced forms may be downloaded from the website links provided below.
http://www.ethics. state.tx.us/forms/CIQ.pdf
http://www.ethics. state.tx.us/forms/CIS.pdf
0 CIQ Form is on iile with City Secretary
� CIQ Form is being provided to the City Secretary
� CIS Form is on File with City Secretary
� CIS Form is being provided to the City Secretary
:I11_�
_��r'Pe ��CTnin a LI� By: C�r-1-i s i��r-ee.r.l
Company (Please Print)
��4-DI I-��tr�i �eJ FC��� I I �� ►2Ci • Signature: - , :��
Address
r-� . �xl ��� �-1-, i.� �1 lr � 1� Title: �I I C� p re.S i �i �n`i'
City/State/Zip (Please Print)
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
CONFL9CT OF INTEREST QUESTIONNA6RE
For vendor or other person doing business with local governmental entity
This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session.
This questionnaire is being filed in accordance with Chapter 176, Local Government Code
by a person who has a business relationship as defined by Section 176.001(1-a) with a local
governmental entity and the person meets requirements under Section 176.006(a).
By law this questionnaire must be filed with the records administrator of the local governmental
entity not later than the 7th business day after the date the person becomes aware of facts
that require the statement to be filed. See Section 176.006, Local Government Code.
A person commits an offense if the person knowingly violates Section 176.006, Local
Government Code. An offense under this section is a Class C misdemeanor.
Name of person who has a business relationship with local governmental entity.
�� � �
��Check this box if you are filing an update to a previously filed questionnaire.
LL] �
! ' �:
OFFICE USE ONLY
Date Received
(The law requires that you file an updated completed questionnaire with the appropriate filing authority not
later than the 7th business day after the date the originally filed questionnaire becomes incomplete or inaccurate.)
Name of local government officer with whom filer has employment or business relationship.
� 1 �
Name of Officer
This section (item 3 including subpa�ts A, B, C& D) must be completed for each officer with whom the filer has an
employment or other business relationship as defined by Section 176.001(1-a), Local Government Code. Attach additional
pages to this Form CIQ as necessary.
A. Is the local government officer named in this section receiving or likely to receive taxable income, other than investment
income, from the filer of the questionnaire?
� Yes � No
B. Is the filer of the questionnaire receiving or likely to receive taxable income, other than investment income, from or at the
direction of the local government officer named in this section AND the taxable income is not received from the local
governmental entity?
�Yes I /INo
�
C. Is the filer of this questionnaire employed by a corporation or other business entity with respect to which the local
government officer serves as an officer or director, or holds an ownership of 10 percent or more?
� Yes � No
D. Describe each employment or business relationship with the local government officer named in this section.
Signature of person doing business with the governmental entity
___�7 / / l.L�
Date
Adopted 06/29/2007
LOCAL. COVER�1 R!i O�FICER Fp �'
CONFL6CiS DISCLOSU E STAiE ENi
(Instructions for completing and filing this form are provided on the next page.) •
This questionnaire reflects changes made to the law by H.B. 1491, 80th Leg., Regular Session. OFFICEUSEONLY
This is the notice to the appropriate local governmental entity that the following �ocal
government officer has become aware of facts that require the officer to file this statement Date Received
in accordance with Chapter 176, Local Government Code.
1 Name of Locai Government Officer
iv �
2 Office Held
3 Name of person described by Sections 176.002(a) and 176.003(a), Local Government Code
4 Description of the nature and extent of employment or other business relationship with person named in item 3
5 List gifts accepted by the local government officer and any family member, excluding gifts described by Section
176.003(a-1), if aggregate value of the gifts accepted from person named in item 3 exceed $250 during the 12-month
period described by Section 176.003(a)(2)(B)
Date Gift Accepted Description of Gift
Date GiftAccepted Description of Gift
Date GiftAccepted Description of Gift
(attach additional forms as necessary)
6 AFFIDAVIT
I swear under penalty of perjury that the above statement is true and correct. I acknowledge
that the disciosure applies to a family member (as defined by Section 176.001(2), Local
Government Code) of this local government officer. I aiso acknowledge that this statement
covers the 12-month period described by Section 176.003(a), Locai Government Code.
Signature of Local Government Officer
AFFIX NOTARY STAMP / SEAL ABOVE
Sworn to and subscribed before me, by the said , this the day
of , 20 , to certify which, witness my hand and seal of office.
Signature of o�cer administering oath Printed name of o�cer administering oath Title of officer administering oath
Adopted 06/29/2007
00 � i o0
BiD FORM
Pa�;e 1 of3
SECTION 00 41 00
BID FORM
TO: The City Manager
, c/o: Tlie Purchasing Depai�hnent
1000 Tl�rockmorton Street
City of Fort Wortl�, Texas 76102
FOR: BRICK PAVEMENT REPAIR (2013-12)
City Project No.: 537110-0202002
Units/Sections: BRICK PAVING
1. Enfer Into Agreement
The undersigned Bidder proposes and agrees, if tUis Bid is accepted, to enter into an Agreement with City in the fonn included in tlie Bidding
Documents to perfonn and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Conh•act Time
indicated in this Bid and in accordance with the other tenns and conditions of the Contract Documents.
2. BIDDER Acknowledgements and Certi�cation
2.1. In submitting this Bid, Bidder accepts all of the teims and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS
TO BIDDERS, including �vithout 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 conh•act award, and will provide a valid insurance
certificate meeting all requirements within 14 days of notification of award.
2.3. Bidder certifies tl�at 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 coiporation.
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 fi•om 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. °fi•audulent 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 behveen rivo or more Bidders, with or without the knowledge
of City, a purpose of whicli is to establish Bid prices at artificial, non-competitive levels.
d. "coercive practice" means harming or threatening to l�ann, directly or indirectly, persons or their property to
influence their participation in the bidding process or affect the execution of the Contract.
CITY OP F02T \VORTH
STANDARD CONST2UCTION SPECIPICATION DOCUMENTS
Fonn Revised 20110627 Ft. Worth - Brick Paver Repair 2013-12
0o a i o0
BID PORM
Page 2 of 3
�. n..,.,.....rr;.,..�:..�
TI.�U:.7 � GOtiiF3G�9[S�i
a.
b.
c.
d.
4. Time of Completion
4.1. The Work will be complete for Final Acceptance within 150 days after tl�e date when the
tlie 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 tUis Bid:
a. Tl�is Bid Fonn
b. Required Bid Bond, Section 00 43 13 issued by a surety meeting tlie requirements of Paragrapl� 5.01 of tl�e
General Conditions.
c. Proposal Form Section
d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37
e. MWBE Forms (optional at time of bid)
f�..a,....,,:�,.,,.: ., ��..,,,,,,
g. Conflict of Interest Affidavit, Section 00 35 13
li. Any additional documents tUat may be required by Section 12 of the Instructions to Bidders
6. Total Bid Amount
6.1. Bidder �vill complete the Work in accordance with the Conh•act Documents for the follo�ving bid aniount. In the space provided
below, please enter the total bid amount for tivs 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 tl�is proposal tl�at 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 tl�is
proposal and then totaling alt of the extended amounts.
Total Bid
7. Bid Submittal
Tliis Bid is submitted on
CITY OP PORT NORTH
STANDARD CONSTRUCTION SPECI�ICATION DOCUn-tENTS
'� Forn� Revised 20110627
14-Mar-13
$375,760.00
by tUe entity named below.
Ft. Worth - Brick Paver Repair 2013-12
Respectfully submitted,
' By:
� � (3ignature)
Curtis J. Green
' (Printed Name)
Title: Vice President
Company: C. Green Scaping, LP
Address: 2401 Handley Ederville Rd.
t�cicireas Hes�e'�or Spa�e�
Ft Worth, TX 76118
State of Incorporation: Texas
Email: careen(aiqreenscapinq.com
Pl�one: 817-577-9299
END OF SECTION
CITY OF PORT �VORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Fonn Revised 20110627
00 41 00
BID FORM
Page 3 of 3
Coiporate Seal:
Ft. Worth - Brick Paver Repair 2013-12
0o az as
BIDPROPOSAL
Page 1 of 1
CITY OF FORT NORTH
STANDARD CONSTRUCi'ION SPECIFICATION DOCUMENTS
Form Revised 20110627
SECTION 00 42 43
PROPOSALFORM
FL \Vorth - Brick Paver Repair 2013-12
UNIT PRICE BID Bidder's Application
00 43 37
VENDOR COMPLIANCE TO STATL LA\V
Page I of 1
SECTION 00 43 37
VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER
Texas Govermnent 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 lo�v 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 lo�ver 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 whicl� the
nonresidenYs principal place of business is located.
Tlie appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to �neet 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 ' Statu fiei-e or B3�iil< ;, our principal place of business,
are required to be °lo Here - percent lower than resident bidders by State Law. A copy of the
statute is attaclied.
Nonresident bidders in the State of ' Siate Her� or Slai�k !, our principal place of business,
are not required to underbid resident bidders.
B. The principal place of business of our company or our parent company or majority owner is
in the State of Texas. �
BIDDER:
Company: C. Green Scaping, LP
Address: 2401 Handley Ederville Rd.
Address Here or Space
Ft. Worth, TX 76118
By: Curtis J. Gree
(Signature)
Title: Vice President
Date: 3 � I� � I?�
ciTY or roaT woRTx
STANDARD CONSTRUCTION SPECIPICATION DOCUMENTS
. Pom� Revised 20110627
END OF S�CTION
Ft. Worth - Brick Paver Repair 2013-12
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fc3�]
00 45 26 - 1
CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW
Page 1 of 1
SECTION 00 45 26
CONTRACTOR COMPLIANCE WTTH 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. GGO1-539590-0202003 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:
�' �--PP n��c; r,�, ,�(� By: i' �� r�-i � r�_ r�
Company (Please Print
'��1-(7� I-��_,_— y_y���_ ��P�''�%1 � IZci Signatur • � ��— --
Address
�-I.��lnr�h� -t"X '1l�Il�_—_ Title: �IICe � ci z�-}�
City/State/Zip (Please Print)
THE STATE OF TEXAS
COUNTY OF TARRANT
§
§
BEFORE ME, the undersigned autharity, on this day personally appeared
�, „�� � (�T�p�� , 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 C� � for the purposes and
consideration therein expressed and in the cap city therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this I`i- day of
N1a�c b , 20�
' �. m,L,C.�
���rrug�, �fp�CY GEIGENMILLER Notary Publ' in and i the State of Texas
* * Notary nublic, State of T�xas
My Cammisalon Explres
�9�OF�Py M�r�h 13, 2014
END OF SECTION
CiTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
00 45 40-I
MINORITY AND WOMEN BUSINESS ENTERPRISE GOAL
Page 1 of 1
1 SECTION 00 45 40
2 MINORITY BUSINESS ENTERPRISE GOAL
3 APPLICATION OF POLICY
4 If the total dollar value of the contract is greater than $50,000, then the MBE subcontracting goal
5 may be applicable. If the total dollar value of the contract is $50,000 or less, the MBE
6 subcontracting goal is not applicable.
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POLICY STATEMENT
It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority
Business Enterprises (MBE) in the procurement of all goods and services. All requirements and
regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid.
MBE PROJECT GOAL
The City's MBE goal on this project is 13% of the total bid (Base bid applies to Pa��ks and
Conzmunity Se�vices). Note: If both MBE and SBE subcontracting goals are established for this
project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be
deemed responsive.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts greater than $50,000 where a MBE subcontracting goal is applied, bidders are
required to comply with the intent of the City's Business Diversity Ordinance by one of the
following:
1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or
2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or
3. Good Faith Effort documentation, or;
4. Waiver documentation.
Failure to comply with the City's Business Diversity Ordinance shall result in the Bid being
considered non-responsive. Any questions, please contact the M/WBE Office at (817) 212-2674.
30 SUBMITTAL OF REQUIl2ED DOCUMENTATION
31 The applicable documents must be received by the Managing Department, within the following
32 times allocated, in order for the entire bid to be considered responsive to the specifications. The
_ __ _ _
33 Offeror sha11 deliver the MBE dacumentation in person ta the appropriate empinyee of the Managing
34 Departinent and obtain a date/time receipt. Sueh receipt shall be evidence that the'City received the
35 docuinentation in the ti�e allocated. A fased' copy ��vill not be acce ted.
1. Subcontractor Utilization Forin, if goal is met received by 5:00 p.m., five (5) City business days after
or exceeded: the bid opening date, exclusive of the bid opening date.
2. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Forxn, if participation is less than the bid opening date, exclusive of the bid opening date.
stated goal:
3. Good Faith Effort and Subcontractor received by 5:00 p.m., five (5) City business days after
Utilization Form, if no MBE participation: the bid opening date, exclusive of the bid opening date.
4. Prime Contractor Waiver Form, if firm will received by 5:00 p.m., five (5) City business days after
perform all subcontracting/supplier work: the bid opening date, exclusive of the bid opening date.
5. Joint Venhzre Form, if utilizing a joint venture received by 5:00 p.m., five (5) City business days after
to meet or exceed goal. the bid opening date, exclusive of the bid opening date.
36 END OF SECTION
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised September 29, 2012
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
00 52 43 - 1
Agreement
Page 1 of 4
l
SECTION 00 S2 43
2 THIS AGREEMENT, authorized on Au�ust 6, 2013 is made by and between the City of Forth
3 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager,
4 ("City"), and G Green Scaning, LP, authorized to do business in Texas, acting by and through
5 its duly authorizeci representative, ("Contractor").
6 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as
7 follows:
8 Article 1. WORK
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IS
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Contractor shall complete all Work as specified or indicated in the Contract Documents for the
Project identifed 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:
BRICK PAVEMENT REPAIR (2013-12) AT VARIOUS LOCATIONS
GGO1-539590-0202002
Article 3. CONTRACT TIME
3.1 Time is of the essence.
All time limits for Milestones, if any, and Final Acceptance as stated in the Contract
Documents are of the essence to this Contract.
20 3.2 Final Acceptance.
21 The Work will be complete for Final Acceptance within 150 days after the date when the
22 Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions.
23 3.3 Liquidated damages
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Contractor recognizes that time is of the essence of this Agreement and that City will
suffer financial loss if the Work is not completed within the times specifed in Paragraph
3.2 above, plus any extension thereof allowed in accordance with Article 12 of the
General Conditions. 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 Six Hundred Fifly Dollars ($650.00) for each day that expires after the time
specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of
Acceptance.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 09, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
34 Article 4. CONTRACT PRICE
005243-2
Agreement
Page 2 of 4
35 City agrees to pay Contractor for performance of the Work in accordance with the Contract
36 Documents an amount in current funds of THREE HUNDRED SEVENTY FIVE THOUSAND
37 SEVEN HUNDRED SIXTY DOLLARS AND ZERO CENTS ($375,760 00).
38 Article 5. CONTRACT DOCUMENTS
39 5.1 CONTENTS:
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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) Froposal Form
2) Vendor Compliance to State Law Non-Resident Bidder
3) Prequalification Statement
4) State and Federal documents (project specific)
b. Current Prevailing Wage Rate Table
a 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
i. MWBE Commitment Form
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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 09, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
005243-3
Agreement
Page 3 of 4
72 Article 6. INDEMNIFICATION
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6.1 Contractor covenants and agrees to indemnify, hold harmtess 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 specificallv intended to ouerate
and be effective even if it is alleged or proven that all or some of the dama�es bein�
sou�ht were caused, in whole or in part, bv any act, omission or negli�ence of the citv.
This indemnity provision is intended to include, without timitation, indemnity for
costs, expenses and legal fees incurred by the city in defending against such claims and
causes of actions.
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
aud services to be performed by the contractor, its officers, agents, employees,
subcontractors, licensees or invitees under this contract. This indemnification
provision is specificallv intended to operate and be effective even if it is alle�ed or
proven that all or some of the dama�es bein� sou�ht were caused, in whole or in nart,
bv any act, omission or negligence of the city.
Article 7. MISCELLANEOUS
94 7.1 Terms.
95 Terms used in this Agreement which are defined in Article 1 of the General Conditions will
96 have the meanings indicated in the General Conditions.
97 7.2 Assignment of Contract.
98 This Agreement, including all of the Contract Documents may not be assigned by the
99 Contractor without the advanced express written consent of the City.
100 73 Successors and Assigns.
101 City and Contractor each binds itself, its partners, successors, assigns and legal
102 representatives to the other party hereto, in respect to all covenants, ageements and
103 obligations contained in the Contract Documents.
104 7.4 Severability.
105 Any provision or part of the Contract Documents held to be unconstitutional, void or
106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all
107 remaining provisions shall continue to be valid and binding upon CITY and
108 CONTRACTOR.
109 7.5 Governing Law and Venue.
1l0 This Agreement, including all of the Contract Documents is performable in the State of
111 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the
112 Northern District of Texas, Fort Worth Division.
CITY OF FORT WORTH BRICK PAVEMENT REPAtR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-537110-0202002
Revised November 09, 2011
005243-4
Agreement
Page 4 of 4
113 7.6 Other Provisions.
114 The Contractor agrees to pay at least minimum wage per hour for all labor as the same is
115 classified, promulgated and set out by the City, a copy of which is attached hereto and
116 made a part hereof the same as if it were copied verbatim herein.
117 7.7 Authority to Sign.
118 Contractor shall attach evidence of authority to sign Agreement, if other than duly
119 authorized signatory of the Contractor.
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IN WITNESS WHEREOF, City and Contractor have executed this Agreement in multiple
counterparts.
This Agreement is effective as of the last date signed by the Parties (`Bffective Date").
Contractor: �. G"1��G.�1 ��� 11 Yl �ity of Fort Worth
`� �r, m��,C____.
By:
Fernando Costa
B � Assistant City Manager
(Sig e)
I�
(Printed Name)
T1t10:
Date 3 !3 -� ��
Attest: �
City Sec etary ' � 1�� ;
(Seal) `� ���� �
�am^ooa�r,Qao a
� I\ ��
Address: �=GfP�Y � �,.��i/� � �
�
M&C C Z Ce 3 �3 �y
Date: 8 � (, ��3 �
City/State/Zip: -�� W �?���pproved as to Form and Legality:
�ooa�op°°..�-
a'��� �
��
�
��
� �l l �
Date �}� -
m�C�.� �Lm-l�,�f�
Assistant City Attorney
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134 —�--- ---- --- -- ___--
135 ���I���� ���i���
��"�'�' $��"r��i'iQ►I�`�
,r`�"s 1�l1�:l�T�1� �I'JC
APPROVAL RECOMMENDED:
w• �
Douglas . Wiefsi� P.E
DIRECTO ,
Trarrsportation and Publrc Works
CITY OF FORT WORT'H
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised November 09, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
00 61 13 - 1
PERFORMANCE BOND
Page 1 of 2
1
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THE STATE OF TEXAS
COUNTY OF TA�ItRANT
SECTION 00 61 13 �C� f� `� �� `�� � � � ��
PERFORMANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
7 That we, C. Green Scapin�, LP, known as "Principal" herein and
8 ��,-�C' '�(Yl� �c' 1 C Q,_,'t�1 ..�--+(1SU rC�.lC� C.� �, a corporate surety(sureties, if more than
9 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one
10 or more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created
11 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, T�IREE HUNDRED
12 SEVENTY FIVE THOUSAND SEVEN HiTNDRED SIXTY DOLLARS AND ZERO
13 CENTS ($375,760.001, lawful money of the United States, to be paid in Fort Worth, Tarrant
14 County, Texas for the payment of which sum well and truly to be made, we bind ourselves, our
15 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
16 presents.
17 WAEREAS, the Principal has entered into a certain written contract with the City
18 awarded the 6 day of Au u� st, 2013, which Contract is hereby referred to and made a part hereof
19 for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other
20
21
22
23
accessories defined by law, in the prosecution of the Work, including any Change Orders, as
provided for in said Contract designated as BRICK PAVEMENT REPAIR (2013-12) AT
VARIOUS LOCATIONS, GGO1-537110-0202002
NOW, THEREFORE, the condition of this obligation is such that if the said Principal
24 shall faithfully perform it obligations under the Contract and shall in all respects duly and
25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans,
26 speciiications, and contract documents therein referred to, and as well during any period of
27 extension of the Contract that may be granted on the part of the City, then this obligation shall be
28 and become null and void, otherwise to remain in full force and effect.
29
30
31
PROVIDED FURTI�ER, 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
00 61 13 - 2
PERFORMANCE BOND
Page 2 of 2
This bond is made and executed in compliance with the provisions of Chapter 2253 of the
2
c
Texas Government Code, as amended, and all liabilities on this bond shall be determined in
accordance with the provisions of said statue.
4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED
5 this instrument by duly authorized agents and officers on this the �� �1�� day of
6 � �,? � , 20�.
s
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ATTEST:
n-���
(Principal) ecretary
� � �
Witn s to P incipal
�
Witness as to rety
PRINCIPAL:
I:
��
�
_ �s 1c(�.,�-
Name and Title
Address: � ,Gr�' ���
� %�
SURETY: /+
��..�� �t�( l C C�1 ��,�siJ �i�l,�. ` a LS:3 .
BY: � -- — --
Si ure
�c�r�- �.��- <� _�.�r �ne �.t `► �. -�-�--=��
Name and Title
Address: Cj1l� � . `�"�-`%�'j C;�
�,.,�t��n F'rt� � �,
Telephone Number: � ?�b.- ���I �� `
*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.
�cr�� ���"h
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOI-537110-0202002
Revised July 1, 2011
00 61 14 - 1
PAYMENTBOND
Page 1 of 2
1
2
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5
6
SECTION 00 61 14
PAYMENT BOND
THE STATE OF TEXAS §
§ KNOW ALL BY THESE PRESENTS:
COUNTY OF TARRANT §
���''nC� �� �22. � �� ���1
7 That we, C. Green Scaping, LP, known as "Principal" herein, and
8 \�e�-- `��e Y" �1 C l��l `'��ZS�9 i(-(j �� c� (,�'(�T_> a corporate surety
9 (sureties), duly authorized to do business in the State of Texas, known as "Surety" herein
10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal
ll corporation created pursuant to the laws of the State of Texas, known as "City" herein, in the
12 penal sum of THItTE HONDRED SEVENTY FNE THOUSAND SEVEN HUNDRED
13 SIXTY DOLLARS AND ZERO CENTS (�375,'760.00), lawful money of the United States, to
14 be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be
15 made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and
16 severaliy, �irmly by these presents:
17
18
19
20
21
22
WHEREAS, Principal has entered into a certain written Contract with City, awarded the
6 day of AuEust, 2013, 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 BRICK PAVEMENT REPAIR (2013-12) AT VARIOUS LOCATIONS, GGO1-
537110-0202002
23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if
24 Principal shall pay all monies owing to any (and ali) payment bond beneficiary (as defined in
25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under
26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full
27 force and effect.
28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the
29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in
30 accordance with the provisions of said statute.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
00 61 14 - 2
PAYMENTBOND
Page 2 of 2
1 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED
2 this instrument by duly authorized agents and officers on this the ,���� �- day of
3 , 20 � �j
4
� .��, �� � �
(Principal) ecretary
� �
Witn as rincipal
ATTEST:
(Surety) Secr ary
ATTEST:
P�vcIPaL: C. C-� r��, �C� � i h�� .
SURETY:
'�1���- '�r��� i c n �(-1
BY: � �,, . .
� �_ ��
Signa e`'
l�`t�- �� .�- ��"t1�Yl�, �i'� -�`e-�k'�
Name and Title �
.% � ,
Witness as to rety
BY: - ..�
Signature
� �,1���, � �.� �-. .%,o�
Nam and Title PS <<"`' `�
Address: � � � � I (� ���-- J
/�
Address: '
� �,� �.
2�k�`� ,���C.
� �-c��
Telephone Number: q�--� �__'�j �`� aj [„p� �
6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the
7 bylaws showing that this person has authority to sign such obligation. If Surety's physical
8 address is different from its mailing address, both must be provided.
9
10 The date of the bond shall not be prior to the date the Contract is awarded.
11
12
END OF SECTION
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOI-537110-0202002
Revised July 1, 2011
00 61 19 - 1
MAINTENANCE BOND
Page 1 of 3
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THE STATE OF TEXAS
COUNTY OF TARRANT
SECTION 00 61 19 �j`(1�1 `� V �--� � � � � � 1
MAINTENANCE BOND
§
§ KNOW ALL BY THESE PRESENTS:
§
That we C. Green Scanin�, LP, known as "Principal" herein and
��-�- �-e-'� i C�,� �l ���(1�.,} rGl.,�,C�. ,�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 THItEE
HUNDRED SEVENTY FIVE THOUSAND SEV�N HUNDRED SIXTY DOLLARS AND
ZERO CENTS ($375,760.00), 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 6 day of August, 2013, which Contract is hereby referred to and a made 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, including any Work resulting from a duly
authorized Change Order (collectively herein, the "Work") as provided for in said contract and
designated as BRICK PAVEMENT REPAIR (2013-12) AT VARIOUS LOCATIONS, GGOI-
537110-0202002; and
27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in
28 accordance with the plans, specifcations and Contract Documents that the Work is and will
29 remain free from defects in materials or workmanship for and during the period of two (2) years
30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and
31
32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part
33 upon receiving notice from the City of the need therefor at any time within the Maintenance
34 Period.
CITY OF FORT WORTH
STANDARD CONSTRUC'I'ION SPECIPICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
1
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5
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00 61 19 - 2
MAINTENANCE BOND
Page 2 of 3
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.
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 201 I
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
00 61 19 - 3
MAINTENANCE BOND
Page 3 of 3
1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this
2 instrument by duly authorized agents and officers on this the _,;��-�h day of
3 � � � , 20�.
�
4
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ATTEST:
� ����
(Principal) S retary
�
Wi s t rincipal
�
._. .�. _. . � ►.. i'
/ _ . .� �
.� 1 �, f
� :�I . . �� � 1 G ��i
- � -
�.
PRINCIPAL: C. C� �'��� `����h� �'�.
\
� �'�,�%
Address: �� l l.� ��i�ir {� l j,,_���/l.._
llg
SURETY:
�e �� �_�� c�
�-�1���� rr,� ° ��v�n.�>�>,�LIJ�
�—
BY: "i�ti,1%� ,
ignature
M��,�c-�- ��-1v�-�--�� �o�-�$� '�� rt��
Name and Title
�-lddress: � « � �— �j�j � ;
��1-�0 � , `�G ` _
� �"�.�;) �
c� �
Telephone Number: Z � �-- �j�2 4 � �1 �
37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract
38 from the by-laws showing that this person has authority to sign such obligation. If
39 Surety's physical address is different from its mailing address, both must be provided.
40 The date of the bond shall not be prior to the date the Contract is awarded.
41
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOI-537110-0202002
Revised July 1, 2011
Name and Title
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney Ifmits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
� Certificate No. 6025022
American Fire and Casualty Company Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company WestAmerican Insurance Company
� POWER OF ATTORNEY
' KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmerican Fire & Casualty Compaoy and The Ohio Casualty Insurance Company are corporations duly organized under the laws of
� #he State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and WestAmerican Insurance Company
is a corporaiion duly organized under the laws of the Staie of indiana (herein coliectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute
and appoint, �ames E. King; Jeff P. King; Mark Huff
�
all of ihe city of Denton , state of Tx each individually if there be more than one named, its true and law(ul attorney-in-fact to make, execute, seal, acknowledge
and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall
@ be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
� IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or o�ciai of the Companies and the corporate seals of the Companies have been affixed
ihereto this i ith day of March 2013 �
�,ti> �,� 4 f �Y � ss�, ,;;�� � r� �;�7�1 � American Fire and Casualty Company -a
'r'• �;"xp y.�� �,�'ti,s9a�; �'�9�� a� ,�u� ��'` �' c �'c:��'�'<•� � Th2 �i110 �'.8SU8�t �I1SUf811C@ �'.00TI 811 �t/1
I'V) k�/` `*S; . ��t^ � s�. . �� i . ��� . �ai.�c^ � ,a� ,� r' . � Y p Y �
o ( � � � x ;. s � f� Liberty Mutuai Insurance Company d
Q ,'s` �C1U& sc; rf €339 :� i9i� � �'
� l � F�. ��� � ,U West American Insurance Company N
O ` `'`� ��a`' � e. ti �s�r. ;� �:'
�� vj �✓ �.�; rn ✓ ��, '��:; s <�� �> ,, ; � o , �^,. �� �
� � °<w.,,� w-� �� � � '�� «' ��� ^ �.e � ���E ,..�`� � BY: ���.,i _=�"'�y�,y� �
Gregory 1�V. Davenport, Assistant Secretary �
p� STATE OF WASHWGTON �� ss �
r_^ � COUNTY OF KING �
( �� On this 11 th day of March , 2013 , before me personally appeared Gregory W. Davenport, who ack�owledged himself to be the Assistant Secretary of American v�
�I v� Fire and Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, �ln
p� execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. � W
�
` �> IN WITNESS WHEREOF, I have hereunto subscribed my name and a�xed my notarial seal at Seattle Washington, on the day and year first above written. p p,
� I � � (�:e,`< QM
€ -� ,} t 1�� �,Q,�� o �r
� c •�n V:; �..t�, sy.
� O i ��f��-€: ` KD Riley, Not Public ��
� I— L . . . . . �. .� : . . �. . �. . � � . � . . � . , . . � . . � .. . . . . � . � . . . 3 �O
., . �..'. ;9
� O . . : ( Y rt i, . . . . . . a �
� i This Power ofAttorney is made and executed pursuant to antl by authority of the following By-laws and Authorizations ofAmerican Fire and Casualty Company, The Ohio Casualty Insurance v� o
y,�,, Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in fuli force and effect reading as foliows: s o
I� i ARTICLE IV— OFFICERS — Section 12. Power ofAttorney. Any officer or other official of the Corporation authorizetl for that purpose in writing by the Chairman or the President, and subject p�
� ar to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, �, �
p` � acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective :a 3
:� powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so '� �
I�� executed, such instruments shall be as binding as if signed by ihe President a�d attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under >�
"— L the provisions of this articie may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. d�
7 A
y� ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any o�cer of the Company authorized for that purpose in writing by the chairman or the president, ��
s a� and subject to such limitations as the chairmao or the president may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, a. M
( p� seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and oiher surety obligations. Such attorneys-in-fact subject to the limitations set forth in their � o0
� v respective powers of attoroey, shall have fuil power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v o
; executed such instruments shall be as binding as if signed by the president and attested by the secretary. � co
t Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Gregory W. Davenport, Assistant Secretary to appoint such ~`-
attomeys-in•fact as may be necessary to act on behalf of ihe Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and
� other surety obligations.
Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanicalty reproduced signature of any assistant secretary of the
� Company, wherever appearing upon a certified copy of any power of attomey issued by ihe Company in connection with surety bonds, shall be valid and binding upon the Company with
the same force and effect as though manually affixed.
I, David M. Carey, the undersigned, Assistant Secretary, of American Fire and Casualry Company, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Compa�y, and West
American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies,
� is in full force and effect and has not been revoked.
IN TESTIMONY WHEREOP, I have hereunto set my hand and affixed the seals of said Companies this �o day of , 20� .
, �_e rt� € c� - � -s- �///���
L�� �.��e� yP�1--,cn,��?^ ,��1^��" ,r� �i,,ri �{4� t�qn ////// , /
� Q�t _ f\ r> F � 7 � t t, 4Q �c. " �,\ . � . w / / O/Y/� .
�,�� � �� Y�, �n . �f`l w��:� �
a�„ i�4EF �� ta 19 3 � 79i.� � t��}7 � By: �A�r'�'f /
s Dawd M. Carey Assistaot Secretary
Sy �F, 2.. �*��. O 1 t,, zFx �L� d/ . ._ !`, ���r , i * �`' . . . . . . . . � . . � � � . �
1 �
� ���,'�-(u��:.,1�w'�a o,y ,r_,,,� .� �i1� . � > :.:< ..�p 1'e� . ;:'t��.,� . � . . � . �. . . � . �. � � . .
� .4 . � . . . . . . . . . . . . � � . . � . �. . . . .
� t� � :.,�.�.-.:�' � �'°�*�,._'� ..., •� � �;.� ,.�<,�': � � � � � . � . .
� ` LMS_12873_092012 80 of 200
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated.
� Certificate No, 6025020
American Fire and Casualty Company Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company West American Insurance Company
� POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmerican Fire & Casuaity Company and The Ohio Casualty insurance Company are corporations duly organized under the laws of
� the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duty organized under the laws of the State of Massachusetts, and West American Insurance Company
is a corporation duly organized under the laws of the State of Indiana (herein collectively cailetl the "Companies"), pursuant to and by authority herein set forlh, does hereby name, constitute
and appoint, �ames E. King; Jeff P. King; Mark Huff
� all of the city of Denton , state of TX each individually if there be more than one named, its irue and lawful attomey-in-fact to make, execute, seai, acknowledge
and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of ihese presents and shall
�' be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF, ihis Power of Attorney has been subscribed by an authorized officer or o�ciai of the Companies and the corporate seals of the Companies have been affixed
thereto this i ith day of March , 2013 >,
�k «tf ;� <<sc w�sf £ �, k7E N� American Fire and Casualty Company �
N �o/ ;,"`��y �F�� trsk�s >c ��{ ti��{,�t} s�,� Qti�� :r �,� The Ohio Casualty Insurance Company N
o �. nc � :,F � �� 55 , , x". `�t ;, Liberty Mutual Insurance Company d
Q �1�V . t(�,i Cli �f fd �� [� € i�}S� � t��� � 5., . . � � �.
> t > � z� � u WestAmerican Insurance Company •N
��.� c.,���h cf�� f✓lF�y { ��iet , t \ � . .
Vj ��y�• '� ,,,,,�"t� d,},� � ;��1'�'. �\. � � .� i.> . � \.;�:...," �s . � �
( � � °�'"�.u�..'.�,�Daa� � � << �� ,<�^tr � �.w,.,,��...,_^'' � �e _''� .:�'" � � � � �By: � , i�
G� STATE OF WASHINGTON � ss Gregory 1iV. Davenport, Assistant Secretary C
co
= � COUNTY OF KING C
Id� On this i ith day of March , 2013 , before me personally appeared Gregory W. Davenport, who acknowledged himself to be the Assistant Secretary of American v F
v� Fire and Casualty Company, Liberty Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, �,tn
, �� execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. � W
c
i �> IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Seattle Washiogton, on the day and year first above written. O Q.
� d � `�' s QM
�
{ I '� � # B . � � O �'
0.L i i# �fz� , y KD Riley , Not Public L�
€ IG� � � ;',� � ^ , O �
p� p.�
, ��p This Power ofAttorney is made and executed pursuant to and by authority of the following By-laws andAuthorizations ofAmerican Fire and Casuaity Company, The Ohio Casualty insurance v� o
y� Company, Liberty Mutual Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows � a
I� L ARTICLE IV— OFFICERS — Section 12. Power ofAttorney. Any officer or other o�cial of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject p=
� a; to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in•fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, �, �
�� acknowledge and deliver as surety any and all undertakings, bonds, recognizances antl other surety obligations. Such attorneys-in-fact, subject to ihe limitations set forth in their respective -a 3
:� powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of ihe Corporation. When so '� �
Ip� executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority gra�ted to any representative or attorney-in-fact under >-Q
�� the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the o�cer or officers granting such power or authority. ��
,4 � ARTICLE XIII — Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by ihe chairman or the president, ��
> a� and subject to such limitations as the chairman or the president may prescribe, shail appoint such attorneys-in-fact, as may be necessary to act in behalf of the Company to make, execute, � M
' Ip� seal, acknowiedge and deliver as surety any and ail undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact subject to the limitations set forth in their = o0
? c� respective powers of attorney, shall have fuli power to bind the Company by their signature and execution of any such instruments and to attach thereto the seai of the Company. When so v o
executed such instruments shali be as binding as if signed by the president and attested by the secretary. � co
Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Gregory W. Davenport, Assistant Secretary to appoint such ~`-
attomeys•in-fact as may be necessary to act on behalf of the Company to make, execute, seai, acknowledge and deliver as surety any and all untlertakings, bonds, recognizances and
other surety obligations.
Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
� Company, wherever appearing upon a certified copy of any power of attomey issued by the Company in connection with surety bonds, shall be valid a�d binding upon the Company with
ihe same force and effect as though manually a�xed.
I, David M. Carey, the undersignetl, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casuaity Insurance Company, Liberly Mutual Insurance Company, and West
American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power ofAttorney executed by said Companies,
� is in full force and effect and has not been revoked. Z
IN TESTIMONY WHEREOF, I have hereunto set my ha�d and affixed the seals of said Companies this �, day of , 20 � r J.
����� Asi . 4Y (� S�� "� �t �rs'�. � y �C st n� � � � � � .
�,f ��1 3 T��d. j� ( �.E. e\�`. ���'''a; � ¢� � F���_ v '�� � cF� . . . . � ` .
� � ' } ` �,.. � � . . � .
� 1�(3' �ci o i93<) �� 9Jl�ii :� 7�?91 �� By: ��
�> � �� ti.� „) ;� David M. Carey, Assistant Secretary
5�1�;,`Yt�f\F :'�� J' y' 1 r�/1'12' S/j��r'�.i. ,11f���+' ,Zj�:`;�±h.�f . � . . � � . � . � : � �. .
j a. '�'jy si w_ . . . . . . . . . .
p - � ��.: �, � � `�. � �. ? JF,,,''.a� ���:.:�»::,.� � . � . . . . . � � . . . . � . � .
E
LMS 12873 092012 78 of 200
THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND.
� This Power of Attomey limlts the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated,
Certificate No. 6025021
American Fire and Casualty Company Liberty Mutual Insurance Company
The Ohio Casualty Insurance Company West American insurance Company
� POWER OF ATTORNEY
KNOWN ALL PERSONS BY THESE PRESENTS: ThatAmerican Fire & Casualty Company and The Ohio Casualty Insurance Company are corporations duly organized under ihe laws of
� the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized u�der the laws of ihe State of Massachusetts, and WestAmerican Insurance Company
is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by auihority herein setforth, does hereby name, constitute
and appoint, �ames E. King; Jeff P. King; Mark Huff
�
all of the city of Denton , state of Tx each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge
and deliver, for a�d on its behaif as surety and as its act and deed, any and ali undertakings, bonds, recognizances and oiher surety obligations, in pursuance of these presents and shall
� be asbinding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons.
IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorizetl officer or official of the Companies and the corporate seals of the Companies have been affixed
thereto this i ith day of March , 2013 j,
American Fire and Casualty Company �
(t+ �� t CriS�� L'(`f t'11(��. ��te�tt � �/c '� `��ia . � �
•— �.f nn t Fl� �v�' •ii t`e-p )��: ,��. �) :Ut isr\� � T�18 ��110 L'BSUa�t �f1SUf8(1C8 L'0111 811 N
w �'� �� i�J r� « r�,� : �f/, r Y P Y �
k r ��� V� �• � XI rr,',�
� a �j j��j� ,G �� #�j� f: ,� ���� � ���i LibertyMutuallnsuranceCompany �
� � �w> �. � a� ' ` � ° ' �� „� West American Insurance Company
` w� a,. �ta�' �� :�. � q z w �tl�
, a �i✓ �'^ n ' .�� �'4'�,F � '� �i r�„_ :'>�' � �??_'.h 4' �.i
I � � e°'°�..�. , ,� 1 „u�` -n °�� ` " -� � B�/. __'2���i��I�2��,�~ !+
( p c STATE OF WASHINGTON�I � ss Gregory JV. Davenport, Assistant Secretary �
� _ � COUNTY OF KING c
��d� On this 1 � th day of March , 2013 , before me personally appeared Gregory W. Davenport, who acknowledged himself to be the Assistant Secretary of American v�
t> � Fire and Casuaity Company, Liberry Mutual Insurance Company, The Ohio Casualty Company, and West American Insurance Company, antl that he, as such, being auihorized so to do, �,cA
� �� execute the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized o�cec = W
, «s
` �> IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Seattle Washington, on the day and year first above written. O Q.
�� . . . . . . . . . . . � . � . . . � � ::ft:Y�+, . . . . � 0
� � � t. :1 z } . � � ' / yV�, Q �i
�: .,� . � � �� �� { . B �V1.• X---+ � �
�� Vi . .� � � � . . '�Ol��i2l y'�
; � L • €><u �, KD Riley, Not Public � �
�.a.�i � . . . . . . . . . �. . � . . . � .>;� i'4 iy�� � � . . . . . . .. . . . . . Q` �
�"'' This Power ofAttome is made and executed ursuant to and b authorit of the followin B laws andAuthorizations ofAmerican Fire and Casual Com an The Ohio Casualt Insurance N
.. c� Y� P Y Y 9 Y- �f' P X Y o
y� Company, �iberty Mutual Insurance Company, and West American insurance Company which resolutions are now in full force antl effect reading as foilowx � Q
�� L ARTICLE IV- OFFICERS - Section 12. Power ofAttorney, Any o�cer or oiher official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject p�
� ar to s u c h l i m i t a t i o n a s i h e C h a i r m a n o r t h e P r e s i d e n t m a y p r e s c r i b e, s h a l l a p p o i n t s u c h a tt o r n e y s• i n• f a c t, a s m a y b e n e c e s s a ry t o a c t i n b e h a l f o f t h e C o r p o r a t i o n t o m a k e, e x e c u t e, s e a l, ��
�= acknowledge antl deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in-fact, subject to the limitations set forth in their respective :a 3
;� powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments antl to attach thereto the seal of the Corporation. When so ��
��0� executed, such instruments shail be as binding as if signetl by the Presitlent and attested to by the Secretary. Any power or authority granted to any representative or attorneyin-fact under >=
`+� *- the provisions of this article may be revoked at any time by the Board, ihe Chairman, the President or by the officer or officers granting such power or authority. ��
� A
a� ARTICLE XIII - Execution of Coniracts - SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, � eN,o
�` and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys-in•fact, as may be necessary to act in behalf of the Company to make, execute, � M
,� p� seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys•in-fact subject to the limitations set forth in iheir = o0
� v respective powers of attorney, shali have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so v o
executed such instruments shall be as binding as if signed by the president and attested by the secretary, o ce
Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes Gregory W. Davenport, Assistant Secretary to appoint such ~�
attomeys-in-fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and
other surety obligations.
Authorization - By unanimous wnsent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the
� Company, wherever appearing upon a certified copy of any power of attomey issued by the Company in connection with surery bonds, shall be valid and binding upon the Company with
the same force and effect as though manually aftixed.
I, David M. Carey, the undersignetl, Assistant Secretary, of American Fire and Casualty Company, The Ohio Casualty insurance Company, Liberty Mutual Insurance Company, and West
�' American insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attomey executed by said Companies,
' is in full force and effect and has not been revoked. f
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of saitl Companies this .J� day of '� 20 1��.
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i 7�Q6 c� 0 1439 �r, rt lc�€J ° =� i�t�1 �; By:
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� LMS_12873_092012 79 Of 200
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Policy No
: G . : ��F'.T'�!T+".
THIS ENDORSEMENT CHANGES THE POLIGY. PLEASE READ IT CAREFULLY.
BUSINESS AUTO EXTENSION ENDORSEMENT
COVERAGEINDEX
Description
TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE
BROAD FORM INSURED
EMPLOYEES AS INSUREDS
ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT
SUPPLEMENTARY PAYMENTS
AMENDED FELLOW EMPLOYEE EXCLUSION
HIRED AUTO PHYSICAL DAMAGE
TOWING AND LABOR
PHYSICAL DAMAGE- ADDITIONAL TRANSP(�RTATION EXPENSE COVERAGE
RENTAL REIMBURSEMENT
EXTRA EXPENSE - BROADENEQ COVERAGE
PERSONAL EFFECTS COVERAGE
AIRBAG COVERAGE
LEASE GAP
GLASS REPAIR - WAIVER OF DEDUCTIBLE
DRIVE OTHER CAR FOR EXECUTIVE OFFICERS
UNINTENTIONAL FAILURE TO DISCLOSE HA7�,RDS
AMENDED DUTIES IN THE EVENT OF ACGIDENT, CLAIM, SUIT, OR LOSS
BODILY INJURY REDEFINED
EXTENDED CANCELLATION CONDITION
The following modifies insurance under the:
BUSINESS AUTO COVERAGE FORM
1. TEMPORARY SUBSTITUTE AUTO PHYSICAL DAMAGE
SECTION I- COVERED AUTOS, paragraph G. is changed by adding the following:
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If Physical Darnage Coverage is provided under the Business Auto Coverage Form for an "auto" you
own, the Physical Damage coverages provided forthat owned "auto" are extended to any "auto" you
do not own while used with the permission of its owner as a temporary substitute for the covered
"auto" you own that is out of service because of its breakdown, repair, servicing, "loss", or destruction.
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Copyright, Insurance Services Office, Inc., 1997
16-59f (05l04) Page 1 of 7
2. BROAD F�RM INSURED
SEGTION II - LIABILITY GOVERAGE - WHO IS AN INSURED is arnended to include as an insured:
1. Any legaliy incorporated entity of which you own more than 50 percent of the voting stock during
the period for which this endorsement is effective, if there is no similar insurance available to that
organization. However, the Named Insured does not include any organization;
a. that is a partnership or joint venture, or
b. that is an insured under any other policy, or has exhausted its Limit of Ins��rance under any
other policy.
2. Paragraph 1. b. above does not apply ta a policy written to apply specifically in excess of this
policy.
3. Coverage for newly acquired or formed organizations is afforded only for 180 days from the date
of acquisition or formation.
4. Coverage does not apply to "bodily injury" or "prope��ty damage" that results from an "accidenY'
that occurred before you formed or acquired that organization.
3. EMPLOYEES AS INSUREDS
SECTION II - LIABILITY COVERAGE - WHO IS AN INSURED is amended to include as an insured:
Any employee of yours while using a covered "auto" you do not own, hire or borrow in your business
or your personal affairs.
4. �lL`��l`C!�(tlf�t� €f��CDI��� �Y �a�«i�A�T, �,CF����VI���€ �F; E��F$Nll�"
SECTI�N II - LIABILITY COVERAGE - WHta IS AN INSURED is amended to include as an insured
a►iy person or organization with whom you have agreed in writing in a contract, agreement or permit,
' to provide insurance such as is aiforded under this policy.
This provision 4. does not apply unless the written contract or agreement has been executed, or
permit has been issued, prior to the "bodily injury" or "property damage."
5. SUPPLEMENTARY PAYIVIENTS
SECTION II - LIABILITY COVERAGE, 2.a. 5upplementary Payments, items (2) and (4) are replaced
by the following:
{2} Up to $2500 for cost of bail bonds (including bands for related traffic violatians) required because
of an "accident" we cover. We do not have to furnish these bonds.
(4) All reasonable expenses incurred by the insured at our request, including actual loss of eamings
up ta $30a a day because of time off from work,
[:�_\►Ti1��1�7��T����i)Tdl�►�il:7��]'I���:l�]RI�.�G7�1
Includes copyrighted material of Insurance Services C�ffice, Inc. with its permission.
Copyright, Insurance Services Office, Inc., 1997
16-59f (05/04) Page 2 of 7
SECTION II - LIABILITY, exciusion 5. FELLOW EMPLOYEE does not apply if the "bodily injury"
results from the use of a covered "�uto" you own or hire.
The insurance provided under this provision 6. is excess over any other collectible insurance.
7. HIRED AUTO PHYSICAL DAMAGE
SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, is amended by adding the
followiny:
If hired "autos" are covered "autos" for Liability Goverac�e, and if Comprehensive, Specified Causes of
Loss, or Callision coverage are provided under the Business Auto Coverage Form for any "auto" you
own, then the Physical Damage coverages provided are extended to "autos" you hire, subject to the
fallowing limit and deductible:
The most we will pay for "loss" to any hired "auto" is $50,000 or Actual Cash Value ar Cost of
Repair, whichever is smallest, minus a deductible.
The deductible will be ec�ual to the largest deductible applicable to any owned "auto" for that
coverage. No deductible applies to "loss" caused by fire or lightning.
Subject to the �bove limit, deductible and excess provisions, we will provide coverage equal to the
broadest coverage applicable to any covered "auto" you own.
Subject to a maximum of $75Q per "accident", we will also cover loss of use of the hired "auto" if it
results from an "accident", you are leg�lly tiable, and the lessor incurs an actual financial loss.
The insurance pravided under this provision 7. is excess aver any other collectible insurance.
E�iC�iRI I� Le� � 117 �e\ -ii7:a
SECTION III - PHYSICAL DAMAGE GOVERAGE, A.2.Towing, is replaced by the following:
We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto"
classified and rated as a private passenger type, "light truck" or "medium truck" is disabled:
a. For private passenger type vehicles, we will pay up to $50 per disablement.
b. For "light trucks" that have a gross vehicle weight (GVWj of 10,000 pounds or less, we will pay up
to $50 per disahlement.
c. For "medium trucks" that have a gross vehicle weight (GVI/l!) af 1�,001 - 20,000 pounds, we will pay
up to $150 per disablement.
However, the labor must be performed at the place of disablement.
9. PHYSICAL DAMAGE-ADDITIQNAL TRANSPORTATION EXPENSE COVERAGE
SECTION III - PHYSICAL DAMAGE COVERAGE, A.4. Coverage Extension, is amended to provide a
limit of $5� per day and a maximum limit af $1000.
10. RENTA� REIMBURSEMENT
; Includes copyrighted material of Insurance Services C�ffice, Inc. with its permission.
Copyright, Insurance Services Office, Inc., 1997
16-59f (05/04) Page 3 of 7
SECTION III - PHYSICAL DAMAGE Ct�VERAGE, A. COVERAGE, is amended by adding the
following:
We will pay for rental reimbursement expenses incurred by yo�� for the rental of an "auto" because of
"accident" or "loss", other th�n theft, to a covered "auto". We will pay only for those expenses incurred
after the first 24 hours following the "accident" or "loss" to the covered "auto.°
The most we will pay for any one "accident" or "loss" is $1000. No deductible applies to this coverage.
11. EXTRA EXPENSE - BROADENED COVEFtAGE
Under SECTION III - PHYSICA� DAMAGE COVERAGE, A. COVERAGE, we will pay for the expense
of returning a stolen covered "auto" to you.
12. PERSONAL EFFEGTS COVERAGE
A. SEGTI�N III - PHYSICAL DAMAGE GOVERAGE, A. COVERAGE, is amended by adding the
following:
If you have purchased Comprehensive Coverage on this policy for an "auto" you own and that
"auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects"
stolen with the "auto."
The insurance provided under this provision 12. is excess over any other collectible insurance.
B. SECTION V- DEFINITIONS is amended by adding the following:
"Personal effects" means tangible praperty that is worn or can�ied by an "insured". "Personal
effects" does not include tools, jewelry, money or securities,
13. AIRBAG G�VERAGE
SECTION III - PHYSICA� DAMAGE GOVERAGE, B. EXCLUSIONS is amended by adding the
following:
If you have purchased Comprehensive or Collision Coverage under this policy, the exdusion relating
to mechanical breakdown does not apply to the accidental discharge of an air bag.
9 4.. LEASE GAP
A. SECTION III - PHYSICAL DAMAGE COVERAGE - LIMIT OF INSURANCE is amended by adding
the following:
The most we will pay for a"total loss" in any one "accident" is the greater of the:
1. Balance due underthe terms ofthe loan or lease to which the damaged covei-ed "auto" is
subject at the time of the "loss" less the amount of:
a. Overdue payments and financial penalties associated with those payments as of the date
of the "loss",
Includes copyrighted material of Insurance Services Office, Inc. with its permission.
Copyright, Insurance Services Office, Inc., 1997
16-59f (05/04) Page 4 of 7
b. Financial penalties imposed under a leass due to high mileage, excessive use or
abnormal wear and tear,
c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability
Insurance purchased with the loan or lease,
d. Transfer or rollover balances fi�om previous loans or leases,
e. Final payment due under a"Balloon Loan",
f. The dollar amount of any uni-epaired damage which occurred prior to the "total loss" of a covei-ed "auto",
g. Sec�u�ity deposits not refunded by a lessor,
h. All refunds payable or paid to you as a result of the early termination of a lease agi�eement
or as a result of the early termination of any warranty or e�ctended service agreement on a
covered "auto",
i. Any amo�mt representing taxes,
j. Loan or lease termination fees, or;
2. The actual cash value of the damaged or stolen property as of the time of the "loss".
B. ADDITIONAL CONDITIONS
This coverage applies only to the original loan or lease written on a covered "auto".
C, SECTION V- DEFINITI�NS is char�ged by adding the following:
As used in this endorsement:
' "Total loss" means a"loss" in which the cost of repairs plus the salvage value exceeds the actual
cash value.
"Balloon laan" is one with periodic payments that are insufficient to repay the balance over the
term of the loan, thereby requiring a large final payment.
15. GLASS REPAIR - WAIVER OF QEDUCTIBLE
SECTION III - PHYSICA� DAMAGE COVERAGE is amended by adding the following to D,
DEDUGTIBLE :
No deductible applies to glass damage if ihe glass is repaired rather than replaced.
16. DRIVE OTHER CAR FOR EXECUTIVE OFFICERS
A. This provision 17. changes only those coverages where a limit and premium is shown in the
Declarations.
B. CHANGES IN LIABILITY COVERAGE:
Includes copyrighted matsrial of Insurance Services Office, Inc, with its permission.
Copyright, Insurance Services Office, Inc., 1997
16-59f {05I04) Page 5 of 7
Any "auto" you do not own, hire or borrow is a covered "auto" for Liability Coverage while being
used hy any of your "executive officers", except:
Any "auto" owned by that "executive officer" or a memher of that person's household, or
Any "auto" used by that "executive officer" while working in a business of selling, servicing,
repairiny or parking "autos",
C. CHANGES IN AUTO MEDICAL PAYMENTS AND UNINSURED MOTORISTS AND
UNDERINSURED MOTORISTS COVERAGE
The following is added to WHO IS AN INSURED:
Any individual "insured" and his or her "family members" are "insured" while "occupying" or while a
pedestrian when being struck by any "auto" you do not own except:
Any "auto" owned by that individual or by any "family member".
D. CHA�lGES IN PHYSICAL DAMAGE GOVERAGE:
Any private passenger type "auto" you do not own, hire or borrow is a covered "auto" while in the
care, custody or control of any af your "executive officers" except:
Any "auto" owned by that individual or by any member of his or her household.
Any "auto" owned by that individual ar his or her spouse while working in a business of selling,
servicing, repairing or parking "autos".
E. ADDITIONAL DEFINITI(�NS:
As used in this endorsement:
"Executive officer" means a person holding any of the officer positions created by your charter,
constitution, by-laws or any other similar governing document, and that person's spouse, while a
resident ofthe same household.
"Family member" means a persan related to an "executive officer" by blood, rnarriage or adoption
who is a resident of the individual's household, including a ward or foster child.
F. The i�isurance �rovided underthis provision 17. will be:
Equal to the broadest of those coverages afforded any covered "auto", and
Excess over any other collectible insurance.
'17. UNINTENTIONAL FAILURE TO DISC�OSE HAZARDS
SECTION IV - BUSINESS AUTO CUNDITIONS is amended by adding the following:
If you unintentionally fail to disclose any hazards or exposures existing as ofthe inception date ofthe
Business Auto Coverage Form, the coverage afforded by this policy will not be pi-ejudiced. However,
you must report the undisclosed hazard or exposure as soon as practicable after its discovery, and we
Includes copyrighted material of Insurance Services Office, Inc. with its permission.
Copyright, Insurance Services Office, Inc., 1997
16-59f {05l04) Page 6 of 7
have the right to collect additional premium for same.
18. AMENDED DUTIES IN THE EVENT OF ACCIQENT, CLAIM, SUIT, OR "LOSS"
SECTION IV - BUSINESS AUTO CONDITIONS, paragraph A.2.�. is amended by adding the
following:
You must give us notice of an "accident", ciaim, "suit" or "loss" only when it is known to:
1. You, if you are an individual,
2. A partner, if you are a partnership,
3. A member, if you are a limited liability company, or
4. An executive officer or the "employee" designated by the Named Insured to give such notice, if
you are a corporation.
19. BODILY INJURY REDEFINED
Under SECTION V- DEFINITIONS, definition C. is replaced by the following:
"Bodily Injury" means physical injury, sickness or disease sustained by a person including mental
anguish, mental injury, shock, fright or death resulting from any of these at any time.
20. EXTENDED CANCELI.ATION CONDITION
The C�MMON POLICY C�JNQITIONS - CANCELLATION provision applies except as follows:
If we cancel for any reason other than nonpayment of premium, we will mail or deliver to the first
Named Insured written notice of cancellation at least 60 days before the effective date of cancellation.
This provision 20. does not apply in those states which require rnore than 6D days prior notice of
cancellation.
Includes copyrighted material of Insurance Services �ffice, Inc. with its pennission.
Copyright, Insurance Services Office, Inc., 1997
16-59f {05/04) Page 7 of 7
Policy No. CBP8851920
THIS END�RSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
AMENDMENT OF OTHER INSURANCE CONDITI�N
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
A. The following is added to provision a. Primary Insurance of paragraph 4. C)ther Insurance under SECTION IV —
COMMERCIAL GENERAL LIABILITY CONDITIONS:
However, when an additional insured has been added to this Coverage Part by attachment of an endorsement, we
will not seek contribution from the "addition�l insured's own insurance" provided that:
', (1} You and the additional insured have agreed in a written contract that this insurance is primary and non-
contrihutory; and
(2) The "bodily injury" or "property damage" occurs, or the "personal a�d advertising injury" is committed,
' �ubsequent to the execution of such contract.
B. For the purpases of this endorsemer�t the following is added to SECTION V— DEFINITIDNS:
"Additional insured's own insurance" means other insurance for which the additional insui-ed is designated as a
Named Insured.
tucluiles copyrighted materi�l oi'lnsivance Seroices «Ytice, lna; ���ith its pei7iussiou.
22-111 (01l07) Page 1 of 1
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
COIVIMERCIAL GENERAL LIABILITY EXTENSION ENDORSEMENT
This endorsement modifies insurance under the
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
The following endorsement provision does not apply when "X" is shown in the space provided below:
Provision B. PROPERTY DAMAGE — BORROWED EQUIPMENT does not apply
Provision C. PROPERTY DAMAGE — CU5TOMERS' GOODS does not apply
Provision F. MEDICAL PAYMENTS EXTENSION does not apply
Provision H. ADDITIONAL INSUREDS — BY CONTRACT, AGREEMENT OR PERMIT does not apply
Provision I. ADDITIONAL INSUREDS — VENDORS does not apply
Provision J. BROAD FORM NAMED INSURED does not apply
Provision K. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES does not apply
Provision L. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT does not apply
(If no entry appears above, information required to complete this endorsement wili be shown in the Declarations as
applicable to this endorsement)
With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the
endorsement.
A. NON-OWNED WATERCRAFT
Under paragraph 2. Exclusians of COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
(SEGTION I}, provision (2}(a) of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following:
This exclusion does not apply to:
(2} A watercraft you do not own that is:
(a} Less than 51 feet long; and
B. PROPERTY DAMAGE — BORROWED EQUIPMENT
1. Under paragraph 2. Exclusions of COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
(SECTION I}, provision (4) of exclusion j. Damage To Property does not apply to "property damage" to
borrowed equipment while that equipment is not being used to perform operations at the job site.
2. Under SECTI�N IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, the foilowing is added to
Condition 4. Other Insurance, paragraph b. Excess Insurance:
The insurance afforded by provision B. in the Commercial General Liability Extension Endorsement is
excess over any of the other insurance, whether primary, excess, contingent or on any other basis, that
is property insurance.
3. This endorsement provision B. does not apply when it is shown in the Schedule as not applicable.
Inciudes copyrighied rnaierial of Insurance Services Office, inc. with its permission.
Copyrighi, Insurence Services Office, Inc., 200�
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C. PROPERTY DAMAGE — CUSTOMERS' GOODS
1. Under paragraph 2. Exclusions of COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
(SECTION I), provisions (3}, (4) and {6} of exclusion j. Damage To Praperty do not apply to "property
damage" to "customers' goods" while on your premises.
2. Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, the foliowing is added to
Condition 4. Other Insurance, paragraph b. Excess Insurance:
The insurance afforded by provision C. in the Commercial General Liability Extension Endorsement is
excess over any of the other insurance, whether primary, excess, contingent or on any other basis, that
is property insurance.
3. The following is added to SECTION V— DEFINITIONS:
"Customers' goods" means property of your customer on your premises for the purpose of being worked
on or used in your manufacturing process.
4. This endorsement provision C. does not apply when it is shown in the Schedule as not applicable.
D. PROPERTY DAMAGE LIABILITY — ELEVATORS
1. Under paragraph 2. Exciusions of COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
(BECTION I}, provisions (3), (4} and (6} of exclusion j. Damage To Property do not apply if such "property
damage" results from the use of elevators.
2. The following is added to SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, Condition 4.
Other Insurance, paragraph b. Excess Insurance:
The insurance afforded by provision D, in the Commercial General Liability Extension Endorsement is
excess over any of the other insurance, whether primary, excess, contingent or on any other basis, that
is property insurance.
E. DAMAGE BY FIRE, LIGHTNING, EXPLOSION, SMOKE OR LEAKAGE
If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part:
1. Under subsection 2. Exclusions of COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY
(SECTION I}:
a. The fourth from the last paragraph of exclusion j. Damage To Praperty is replaced by the foilowing:
Paragraphs (1), (3) and {4} of this exclusion do not apply to "property damage" (otherthan damage
by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems) to premises,
including the contents of such premises, rented to you for a period of 7 or fewer consecutive days.
A separate limit of insurance applies to Damage To Premises Rented To You as described in
SECTION III — LIMITS OF INSURANCE.
b. The last paragraph of subsection 2. Exclusions is replaced by the foliowing:
Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke, or leakage from
automatic fire protection systems to premises while rented to you or temporarily occupied by you with
permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To
You as described in SECTION III — LIMITS OF INSURANCE.
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2. Paragraph 6. under SECTION III — LIMITS OF INSURANCE is replaced by the following:
6. Subject to 5. above, the Damage To Premises Rented To You Limit is the most we will pay under
Coverage A for damages because of "property damage" to any one premises, while rented to you,
or in the case of damage by fire, lightni�g, explosion, smoke, or leakage from automatic protection
systems, while rented to you or temporarily occupied by you with permission of the owner. This limit
is the greater of:
a. $300,OQ0; or
b. The amount shown in the Declarations for Damage To Premises Rented To You Limit.
3. The word "fire" is changed to "fire, lightning, explosion, smoke, or leakage from automatic fire protection
systems" where it appears in:
a. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, Condition 4. Other Insurance,
paragraph b. Excess insurance, subparagraph (1}{b}; and
b. SECTION V— DEFINITIONS, paragraph 9.a.
F. MEDICAL PAYMENTS EXTENSION
1. SECTION 111— LIMITS OF INSURANCE, paragraph 7. is repiaced by the following:
7. Subject to 5. above, the Medical Expense Limit is the most we will pay under Coverage C. for ali
medical expenses because of "bodily injury" sustained by any one person. The Medical Expense Limit
is the greater of:
a. $15,000; or
b. The Medical Expense Limit shown in the Declarations.
2. Under provision 1. Insuring Agreement of COVERAGE C MEDICA� PAYMENTS tSECT10P1 I), the second
subparagraph {2} of paragraph a. is replaced by the following:
(2} The expenses are incurred and reported to us within three years of the date of the accident; and
3. This endorsement provision F. does not apply when:
a. It is shown in the Schedule as not applicabie; or
b. COVERAGE C. MEDICAL PAYMENTS (SECTION I} is otherwise excluded from this Coverage Part.
G. EXTENSION OF SUPPLEMENTARY PAYMENTS — COVERAGES A AND B
Under SUPPLEMENTRRY PAYMENTS — COVERAGES A AND B:
1. Paragraph 1.b. is replaced by the following:
b. Up to $2500 for cost of bail bonds required because of accidents or traffic law violations arising out
of the use of any vehicie to which the Bodily Injury Liability Coverage applies. We do not have to
furnish these bonds.
2. Paragraph 1.d. is replaced by the following:
d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or
defense of the claim or "suit", including actual loss of earnings up to $300 a day because of time off
from work.
�
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c 22-45TX (12/02}
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H. ADDITIONAL INSUREDS — BY CONTRACT, AGREEMENT OR PERMIT
1. Paragraph 2. under SECTION II — WHO IS AN INSURED is amended to include as an insured any person
or organization when you and such person or organization have agreed in writing in a contract, agreement
or permit that such person or organization be added as an additional insured on your policy to provide
insurance such as is afforded under this Coverage Part. Such person or organization is an additional insured
only with respect to liability arising out of:
a. Your ongoing operations performed for that person or organization; or
b. Premises or facilities owned or used by you.
With respect to provision 1.a. above, a person's or organization's status as an insured under this endorsement
ends when your operations for that person or organization are completed.
With respect to provision 1.b. above, a person's or organization's status as an insured underthis endorsement
ends when their contract or agreement with you for such premises or facilities ends.
2. This endorsement provision H. does not apply:
a. Unless the written contract or agreement has been executed, or permit has been issued, prior to the
"bodily injury", "property damage" or "personal and advertising injury";
b. To "bodily injury" or "property damage" occurring after:
{1} All work, including materials, parts orequipmentfurnished in connection with such work, in the project
(other than service, maintenance or repairs) to be performed by or on behalf of the additional
insured(s) at the site of the covered operations has been completed; or
(2) That portion of "your work" out of which the injury or damage arises has been put to its intended use
by any person or organization other than another contractor or subcontractor engaged in performing
operations for a principal as a part of the same project;
c. To the rendering of or failure to render any professional services including, but not limited to, any
professional architectural, engineering or surveying services such as:
(1 } The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports,
surveys, field orders, change orders or drawings and specifications; and
(2) Supervisory, inspection, architectural or engineering activities;
d. To "bodily injury", "property damage" or "personal and advertising injury" arising out of any act, error or
omission that results from the additional insured's sole negligence or wrongdoing;
e. To any person or organization included as an insured under provision I. of this endorsement;
f. To any person or organization included as an insured by a separate additional insured endorsement
issued by us and made a part of this policy; or
g. When it is shown in the Schedule as not applicable.
Includes copyrighied material of Insurance Services Office, inc. with its permission.
Copyrighi, insurance Services Office, Ina, 2000
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I. ADDITIONAL INSURED — VENDORS
Paragraph 2. under SECTIDN II — WHO IS AN INSURED is amended to include as an insured any person or
organization (referred to below as "vendor") with whom you agreed, in a written contract or agreement to provide
insurance such as is afforded under this policy, but only with respect to "bodily injury" or "property damage" arising
out of "your products" which are distributed or sold in the regular course of the vendor's business, subject to the
foilowing additional exclusions:
1. The insurance afforded the vendor does not apply to:
a. "Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the
assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages
that the vendor would have in the absence of the contract or agreement;
b. Any express warranty unauthorized by you;
c. Any physical or chemical change in the product made intentionally by the vendor;
d. Repackaging, unless unpacked solely for the purpose of inspection, demonstration, testing, or substitution
of parts under instructions from the manufacturer, and then repackaged in the original container;
e. Any failure to make such inspections, adjustments, tests or servici�g as the vendor has agreed to make
or normally undertakes to make in the course of business, in connection with the distribution or sale of
the products;
f. Demonstration, installation, servicing or repair operations, except such operations performed at the
vendor's premises in connection with the sale of the product;
g. Products which, after distribution or sale by you, have been labeled or relabeled or used as a container,
part or ingredient of any other thing or substance by or for the vendor; or
h. To "bodily injury" or "property damage" arising out of any act, error or omission that results from the
additional insured's sole negligence or wrongdoing.
2. This insurance does not apply to any insured person or organization, from whom you have acquired such
products, or any ingredient, part or container, entering into, accompanying or containing such products.
3. This endorsement provision 1. does not apply when it is shown in the Schedule as not appiicable.
J. BROAD FORM NAMED INSURED
1. SECTION II — WHO IS AN INSURED is amended to include as an insured any legally incorporated entity of
which you own more than 50 percent of the voting stock during the policy period.
2. Under SECTION IV — GOMMERCIAL GENERAL LIA�ILITY CONDITIONS, the following is added to
Condition 4. Other Insurance, paragraph b. Excess Insurance:
This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any
other basis, that is available to an insured solely by reason of ownership by you of more than 50 percent
of the voting stock.
3. Paragraph 2. of this endorsement provision J. does not apply to a policy written to apply specifically in excess
of this policy.
4. Tnis endorsement provision J. does not apply when it is show� in the Schedule as not applicable.
Includes copyrighied material of Insurance Services Office, Inc. with its permission.
Copyrighi, Insurance Services Office, Ine., 2000
22-45TX (12/02}
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K. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES
1. Under SECTION IV — COMMERCIAL GENERAL. LIABILITY CONDITIONS, the following is added to
Condition 6. Representations:
Your failure to disclose all hazards or prior "occurrences" existing as of the inception date of the policy
shall not prejudice the coverage afforded by this policy provided such failure to disciose all hazards or
prior "occurrences" is not intentional.
2. This endorsement provision K. does not apply when it is shown in the Schedule as not applicable.
L. KNOWLEDGE OF OCCURRENCE, OFFENSE, GLAIM OR SUIT
1. Under SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, the following is added to
Condition 2. Duties in the Event af Occurrence, Offense, Claim Or Suit:
Knowledge of an "occurrence", offense, ciaim or "suiY' by an agent, servant or "empioyee" of any insured
shail not in itself constitute knowledge of the insured unless an insured listed under paragraph 1. of
SECTION II — WHO IS AN INSURED or a person who has been designated by them to receive reports
of occurrences, offenses, claims and "suits" shali have received such notice from the agent, servant or
"employee".
2. This endorsement provision L. does not apply when it is shown in the Schedule as not applicabie.
M. LIBERALIZATION CLAUSE
If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional
premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your
state. This does not apply to provisions that are shown in the Schedule as not applicable.
N. BODILY INJURY REDEFINED
Under SECTION V— DEFINITIOfVS, definition 3. is replaced by the following:
3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental
anguish, mental injury, shock, fright or death that results from such physical injury, sickness or disease.
22-45TX (12102}
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Inciudes copyrighted material of Insurance Services Office, Inc. with iis permission.
Copyright, Insurance Services Office, Inc., 2000
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STANDARD GENERAL CONDITIONS
OF THE CONSTRUCTION CONTRACT
C1TY OF FORT WORTH
STANDARD CONSTRUCI'ION SPECIFICATION DOCUMENTS
Special Revision: August 6, 2012
STANDARD GENERAL CONDITIONS OF THE
CONSTRUCTION CONTRACT
TABLE OF CONTENTS
Page
Article 1— Defuutions and Terminology ..........................................................................................................1
1.01 Defined Terms ............................................................................................................................... l
1.02 Ternlinology ..................................................................................................................................6
Article2— Preliminary Matters ......................................................................................................................... 7
2.01 Copies ofDocuments ....................................................................................................................7
2.02 Commencement of Contract Time; Notice to Proceed ................................................................ 7
2.03 Starting the Worlc .......................................................................................................................... 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 .O 1 Intent . . . . .. . . .. ... . ... .. . .... .. . .. .. .. ... . .. . . .. ... ...... ..... . .. .... . .... . . ... .
3.02 Reference Standards ...................................................
3.03 Reporting and Resolving Discrepancies ....................
3.04 Amending and Supplementing Contract Documents
3.05 Reuse of Documents ..................................................
� (1Fi F1Prtrnriir Tlata
..................
..................
..................
..................
........... ........................................
................................................ 8
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................................................ 9
................................................ 9
..............................................10
..............................................10
..............................................11
Article 4— Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental
Conditions; Reference Points ........................................................................................................... l l
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; Option to Replace ...........................................................19
Article 6 — Contractor's Responsibilities ..........................................................................
6.01 Supervision and Superintendence .................................................................
......................19
......................19
C1TY OP FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: Aug�st 6, 2012
; 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 andRegulations .................................................................................................................27
6.11 Taxes ...........................................................................................................................................28
6.12 Use of Site and Other 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 andlor Rectification ............................................................................................... 30
6.18 Submittals ....................................................................................................................................31
6.19 Continuing the Work ................................................................................................................... 32
� 6.20 Contractor's General Warranty and Guarantee .......................................................................... 32
6.21 Indemni�cation ......................................................................................................................... 33
6.22 Delegation ofProfessional Design Services ..............................................................................34
6.23 Right to Audit .............................................................................................................................. 34
6.24 Nondiscrimination .......................................................................................................................35
Article7- 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 Lirnitations 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 Representative ..................................................................................................... 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 ..................... 3 S
CITY OF FORT WORTH
STANDARD CONSTRUCTION 3PECIFICATION DOCUMENTS
Special Revision: August 6, 2012
Article 10 - Changes in the Work; Claims; Extra Worlc ................................................................................ 3 8
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 Worlc; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41
11.01 Cost of the Work .........................................................................................................................41
11.02 Allowances ..................................................................................................................................43
11.03 UnitPriceWork ..........................................................................................................................44
11,04 Plans QuantityMeasurement ......................................................................................................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 Wark ...................... 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 Wor1c ................................................................................50
13.07 Correction Period ........................................................................................................................ 50
13.08 Acceptance of Defective Work ................................................................................................... 51
13.09 Ciry May Correct Defective Worlc ............................................................................................. 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 PartialUtilization ........................................................................................................................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 Terinination ........................................................................................ 57
15.01 City May Suspend Work .............................................................................................................57
15.02 City May Terminate for Cause ................................................................................................... 58
15.03 City May Terminate For Convenience ....................................................................................... 60
Article 16 - Dispute Resolution ...................................................................................................................... 61
16.01 Methods andProcedures .............................................................................................................61
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August6, 2012
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
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: Au�at6, 2012
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GENERAL CONDITIONS
Page I of 63
ARTICLE 1— DEFINITIONS AND TERNIINOLOGY
1.01 Defined Te��tns .
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, femuiuie and neuter. Said terms are
generally capitalized or written in italics, but not always. When used in a context consistent with
the definition of a listed-defined term, the term shall have a meaning as defined below whether
capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial
capital letters in the Contract Documents include references to identified articles and paragraphs,
and the titles of other documents or forms.
1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify,
correct, or change the Bidding Requirements ar the proposed Contract Documents.
2. Ag��eenaent—The written instrument which is evidence of the agreement between City and
Contractor covering the Worlc.
3. Applicatioiz foi� Paynaent—The form acceptable to City which is to be used by Contractor
during the course of the Wark 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. Awa�•d — 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 Worlc to be performed.
7. Bidder=The individual or entity who submits a Bid directly to City.
8. Bidcling Documents—The Bidding Requirements and the proposed Contract Documents
(including all Addenda).
9. Bidding Requi�•enients—The advertisement or Invitation to Bid, Instructions to Bidders, Bid
security of acceptable form, if any, and the Bid Form with any supplements.
10. Busi��ess 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. Buzzsaw — City's on-line, electronic document management and collaboration system.
12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight.
CITY OF FORT WORTH
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Speciai Revision: August 6, 2012
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GENERAL CONDITIONS
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13. 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.
14. 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 fmal 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.
15. Czty Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or
his duly authorized representative.
16. Czty Council - The duly elected and qualified governing body of the City of Fort Worth,
Texas.
17. City Manager — The officially appointed and authorized City Manager of the City of Fort
Worth, Texas, or his duly authorized representative.
18. Contract Claitn—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.
19. 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.
20. Co�zt�•act Docuf�aents—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.
21. Cont��act PYice—The moneys payable by City to Contractor for completion of the Worlc 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).
22. Coratract Ti»ie—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.
23. Cont��acto� =The individual or entity with whom City has entered into the Agreement.
24. Cost of the Work—See Paragraph 11.01 of these General Conditions for defuution.
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August 6, 2012
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GENERAL CONDITIONS
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25. 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.
26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day,
27. Dii�ector 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.
28. Director of Pa��ks af�d Con2naunit�� Se�vices — The officially appointed Director of the Parks
and Community Services Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
29. Di�-ecto�° of Planni�zg and Development — The officially appointed Director of the Planning
and Development Department of the City of Fort Worth, Texas, or his duly appointed
representative, assistant, or agents.
30. Directoi� of Ti�anspoYtation Public Works — The officially appointed Director of the
Transportation Public Works Department of the City of Fort Worth, Texas, or his duly
appointed representative, assistant, or agents.
31. Di��ectof• of Watei� Departf�zent — The officially appointed D'u•ector of the Water Department
of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents.
32. Drawings—That part of the Contract Documents prepared or approved by Engineer which
graphically shows the scope, extent, and character of the Worlc to be performed by
Contractor. Submittals are not Drawings as so defined.
33. Effective Date of the Ag��eement—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.
34. Enginee�=The licensed professional engineer or engineering firm registered in the State of
Texas perform.ing professional services for the City.
35. Extra WoJ�Ic — 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.
36. Field Ordef=A written arder issued by City which requires changes in the Worlc but which
does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer.
37. Final Acceptance — The written notice given by the City to the Contractor that the Worlc
specified in the Contract Documents has been completed to the satisfaction of the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August6, 2012
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38. 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.
39. Genei�al Requirefnents—Sections of Division 1 of the Contract Documents.
40. Hazardous Envi�•o�amental 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.
41. Haza��dous Waste—Hazardous waste is deimed as any solid waste listed as hazardous or
possesses one or mare hazardous characteristics as defined in the federal waste regulations,
as amended from time to time.
42. Lativs 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.
43. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or
personal property.
44. 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.
45. Milestone—A principal event specified in the Contract Documents relating to an intermediate
Contract Time prior to Final Acceptance of the Work.
46. 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.
47. 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.
48. PCBs Polychlorinated biphenyls. .
49. Petroleunz—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 m�ed with other non-Hazardous Waste and crude oils.
50. Plans — See definition of Drawings.
CTl'Y OF FORT WORTH
3TANDAI2D CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August6, 2012
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Page 5 of 63
51. P��oject 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 Worlc within the Contract Time.
52. P�•oject—The Work to be performed under the Contract Documents.
53. Project Rep��ese�atative—The authorized representative of the City who will be assigned to
the Site.
54. 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.
55. 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.
56. Regulaf� Wo��ldizg Hours — Hours begmiung at 7:00 a.m. and ending at 6:00 p.m., Monday
thru Friday (excluding legal holidays).
57. 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.
58. Sclzedule of Sztbn�ittals—A schedule, prepared and maintained by Contractor, of required
submittals and the time requirements to support scheduled performance of related
construction activities.
59. 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.
60. Szte—Lands or areas indicated in the Contract Documents as being furnished by City upon
which the Worlc 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.
61. Specificatio��s—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.
62, Subcon.tracto�=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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August 6, 2012
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Page 6 of 63
' 63. Subnzittals—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.
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. Supplief=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. UndeYg�round 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 trafiic or other confrol systems.
69. Unit Price Worlc See Paragraph 11.03 of these General Conditions for definition.
70. Weekend Wo��king Hours — Hours begiuning 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. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal
holidays authorized by the City for contract purposes, in which weather or other conditions
not under the control of the Contractor will pernlit the performance of the principal unit of
work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m.
1.02 Terminology
A. The words and terms discussed in Paragraph 1.02.B 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:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August 6, 2012
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GENERAL CONDITIONS
Page 7 of 63
The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as
directed" or terms of lilce 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 deterniination
will be solely to evaluate, in general, the Worlc 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:
The word "defective," when modifying the word "Worlc," 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. Fui•nisla, hZstall, Pe� fori�a, P��ovide:
The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or
the word "Supply," or any combination or similar directive or usage thereof, shall mean
furnishing and incorporating in the Worlc including all necessary labor, materials, equipment,
and everything necessary to perform the Worlc indicated, unless specifically limited in the
context used.
E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-lcnown
technical or construction industry or trade meaning are used in the Contract Documents in
accordance with such recognized meaning.
ARTICLE 2 — PRELIlVIINARY MATTERS
2.01 Copies ofDocunzents
City shall fi.u�ish 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 Comn�encen2ent of Contract Time; Notice to Pr�oceed
The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to
Proceed may be given at any time within 14 days after the Effective Date of the Agreement.
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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 Constf�uction
Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the
Work.
2.05 Preco�ast�7.cctio�a Coraference
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
thereo� 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
relatively narrative by comparison. Omission of such words and phrases as "the Contractor
shall," "in conformity with," "as shown," or "as specified" are intentional in streatnlined
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 Sta�zdat�ds
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 speciiically 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 tlie 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
o�cers, directors, members, partners, employees, agents, consultants, or subconiractors, any
duty or authority to supervise or direct the performance of the Worlc or any duty or authority
to undertake responsibility inconsistent with the provisions of the Contract Documents.
3.03 Reportzng and Resolving Disc��epanczes
A. Reporting Disc��epancies:
1. ContractoJ•'s Review of Cos7tract Doczc�nefzts Befo��e StartitZg Wo��lc: Before undertalcing each
part of the Worlc, Contractor shall carefully study and compare the Contract Documents and
check and verify pertinent fgures 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 clariiication from Ciry befare proceeding with any Work affected
thereby.
2. Co�zt��acto��'s Review of Co�7t��act Docu»aents Durifag Pe� formance of Wo��lc: 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 Contractar 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. Resolvifag 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, errar, 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 An2ending and Supplementing Contract Docunzents
A. The Contract Documents may be amended to provide for additions, deletions, and revisions in
the Work or to modify the terrns and conditions thereof by a Change Order.
B. The requirements of the Contract Documents may be supplemented, and minor variations and
deviations in the Wark 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 Docun2ents
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 thereo fl 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 written
verification or adaptation by Engineer.
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B. The prohibitions of this Paragraph 3.05 will survive final payment, or ternunation of the
Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract
Documents for record purposes.
3 .06 Elect�rofzic 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 Buzzsaw site. Files in electronic media
format of text, data, graphics, or other types are furnished only for the convenience of the
receiving party. Any conclusion or information obtained or derived from such electronic files
will be at the user's sole risk. If there 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 party 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;
HA7ARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS
4A1 Availability ofLaizds
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 perforn7i.ng 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 submitted
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.
B. 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 Subsa�rface afid Physical Conditions
A. Reports a�zd Di•awifzgs: 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. Li��zzted Reliance by ContractoY 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 Supplementary
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 Subsuf face 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 far in the Contract
Documents;
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construction to be employed by Contractor and safety precautions and programs incident
thereto; or
2. other data, inteipretations, opinions and infortnation contained in such reports or shown or
indicated in such drawings; or
3. any Contractor interpretation of or conclusion drawn fiom 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 identified
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 pernuts 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 Worlc; or (ii) specifying any special conditions
under which such Worlc may be resumed.
F. If after receipt of such written notice Contractor does not agree to resume such Worlc based on a
reasonable belief it is unsafe, or does not agree to resume such Worlc under such special
conditions, then City may order the portion of the Worlc that is in the area affected by such
condition to be deleted from the Work. City may have such deleted portion of the Worlc
performed by City's own forces or others.
G. To the fi�llest extent pennitted by Laws and Rega�lations, ContYactor shall inde»zn� and h.old
harniless City, fi•onz and agai�ist all cdaims, costs, losses, and dan2ages (inclacding but not liniited
to all fees and charges of engineers, aYchitects, atto��neys, arzd othet� pt�ofession.als and all coicrt
oi� arbiti•atzon or other dispute resolution costs) a��ising out of or relating to a Hazm�doics
E�avi�ronmental Condition created by Contractor or by a�zyone for wl�ona Co�zt��actor is
��esponsible. Nothing in t17.is Paragraph 4.06.G s1��all obligate Contractor to in.der�ii�.� a�zy
ir��'ividzcal or e�atity fi�o»z and agai�ast the conseqti�ences of that indivzdual's or entity's ow�z
n.egligence.
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 authorized
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 Pe�fo��mance, Payment, and Maintenance Bonds
A. Contractor shall furnish performance and payment bonds, in accardance 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 Wark described in the Contract
Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final
Acceptance by the City.
C. All bonds shall be in the form prescribed by the Contract Documents except as provided
otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list
of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and
as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial
Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed
by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney
which shall show that it is effective on the date the agent or attomey-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 Cer�tificates ofb2surance
Contractor shall deliver to City, with copies to each additional insured and loss payee identified in
the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested
by City or any other additional insured) which Contractor is required to purchase and maintain.
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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C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed,
connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of
the applicable Supplier, except as otherwise may be provided in the Contract Documents.
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.
6.04 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 provided below.
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 adjusfiments will comply with any provisions of the
General Requirements applicable thereto.
2. Contractor shall subnut to City a monthly Project Schedule with a inonthly progress payment
for the duration of the Contract in accordance with the schedule specification O 1 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 a�zd "Or-Equals "
A. Whenever an item of material ar 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 lilce, equivalent,
or "or-equal" item or no substitution is pernutted, other items of material or equipment of other
Suppliers may be submitted to City for review under the circumstances described below.
"Of�-Eqz�al " Itenzs: 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 Worlc will be required, it may be considered by City as an "or-equal" item, in which
case review and approval of the proposed item may, in City's sole discretion, be
accomplished without compliance with some or all of the requirements for approval of
proposed substitute items. For the purposes of this Paragraph 6.OS.A.1, a proposed item of
material or equipment will be considered functionally equal to an item so named if:
a. the City deterinuies that:
1) it is at least equal in materials of constiuction, 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 Ite»zs:
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.OS.A.1, it may be submitted as a
proposed substitute item.
b. Contractor shall submit sufficient information as provided below to allow City to
determuie 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 Ol 25 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 Wark will require a change in
any of the Contract Documents (or in the provisions of any other direct contract
with City for other work on the Project) to adapt the design to the proposed
substitute item;
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c) whether incorporation or use of the proposed substitute item in cor�nection 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 Constrttctio�Z Methods or Pirocedaci�es: 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 deterinine 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.OS.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.OS.A and 6.OS.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 Submittal for an "or-equal." City will advise Contractor in writing of its determination.
D. Special C'ncara��tee: City may require Contractor to furnish at Contractor's expense a special
pei�'ormance guarantee, warranty, ar other surety with respect to any substitute. Contf-acto�� shall
ii�.d.ei��.iizfy anc� hold har�mless City a�zd anyo�ze di��ectly or indirectly enaployed by them firom ai��cl
against any af�d all claii�zs, dai��ages, losses and expenses (in.cludiilg atto��n.eys fees) arising out
of the use of szcbstituted nzate��ials or equipnaent.
E. City's Cost Reimbursei��e�1t: City will record City's costs in evaluating a substitute proposed or
submitted by Contractor pursuant to Paragraphs 6.OS.A.2 and 6.OS.B. Whether or not City
approves a substitute so proposed or submitted by Contractor, Contractor may be required to
reimburse City for evaluating each such proposed substitute. Contractor may also be required to
reimburse City far 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.
F. 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 Reimbu�^senzent: 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
individuals ar entities on the project, and will provide such requirements in the Supplementary
Conditions.
D. Mino��ity Busi�aess Eizte�prise 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:
l. 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 future
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.
F. Contractor shall be solely responsible for scheduling and coordinating the Work of
Subcontractors, Suppliers, and other individuals or entities perfortning or fumishing any of the
Work under a direct or indirect contract with Contractor.
G. All Subcontractars, 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. Dzcty 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 detei7nuied by the City Council of the City of Fort Worth to be the prevailing wage rates in
accordance with Chapter 2258. Such prevailing wage rates are included in these Contract
Documents.
B. Penalty for Violation. A Contractor or any Subcontractar who does not pay the prevailing wage
shall, upon demand made by the City, pay to the City $60 for each worlcer 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. Cof��pZair2ts of Violations a�zd City Determination of Goocl Cause. On receipt of information,
including a complaint by a worker, concerning an alleged violation of 2258.023, Texas
Government Code, by a Contractor or Subcontractor, the City shall make an initial
determination, before the 31 st day after the date the City receives the information, as to whether
good cause exists to believe that the violation occurred. The Ciry shall notify in writing flie
Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's
determination that there is good cause to believe the Contractor or Subcontractor has violated
Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the
difference between wages paid and wages due under the prevailing wage rates, such amounts
being subtracted from successive progress payments pending a final determination of the
violation.
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D. A��bitration Required if Violation Not Resolved. An issue relating to an alleged violation of
Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected
worker, shall be submitted to binding arbitration in accordance with the Texas General
Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any
affected worker does not resolve the issue by agreement before the 15th day after the date the
City makes its initial deterniination pursuant to Paragraph C above. If the persons required to
arbitrate under this section do not agree on an arbitrator before the l 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 pariy in the arbiiration. The decision and award of the arbitrator is
fmal 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 provided
for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be
open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right
to Audit, shall pertain to this inspection.
F. Progress Paynaerzts. With each progress payment or payroll period, whichever is less, the
Contractor shall submit an affidavit stating that the Contractor has complied with the
requirements of Chapter 2258, Texas Government Code.
G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at
all times.
H. Subcontracto�� Cof�zplzance. The Contractor shall include in its subcontracts and/ar shall
otherwise require all of its Subconiractors 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
particular 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 tlze fullest extent perJ�zitted by Laws afzd Regulations, Cont��actor shall indenzn� and hold
harmless City, fi�onz mzd against all claims, costs, losses, and damages (inclicding but not li»aited
to all fees and charges of e�zgi�2eers, architects, attorneys, and other p�rofessionals af�d all coui�t
or arbitration or othe�° dispute resolutio�a costs) arising out of or� relati�ig to a�ay infringenze�zt of
patent rights or copyf-ights ir2cide��t to the use zfa the perfor�maface of the Work or resulting fron2
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the if�co�poration i�z the I�York of any znvention, desig�z, process, p��oduct, of• device �Zot specified
in. tJie ContractDocuf�2erzts.
6.09 Pe��mits and Utzlities
A. Con.tYactor obtained pernzits and licenses. Contractor shall obtain and pay for all construction
pernuts and licenses except those provided for in the Supplementary Conditions or Contract
Documents. City shall assist Contractor, when necessary, in obtaining such pernuts 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 obtaifaed pei��nits and lzcenses. 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 Deparhnent of Transportation Permits
2. U.S. Army Corps of Engineers Permits
3. Texas Corrunission on Environmental Quality Permits
4. Railroad Company Permits
C. Outstanding per»�its and liceJzses. The City anticipates acquisition of and/ar access to permits
and licenses. Any outstanding perxnits 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
pernuts and licenses.
6.10 Laws a��d 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 inonitoring Contractor's
compliance with any Laws or Regulations.
B. If Contractor performs any Worlc lcnowing 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 Worlc.
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 Wark may be the subject of an adjustment in Contract
Price or Contract Time.
6.11 Ta.xes
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 pertauung to the
Texas Tax Code, Subchapter H.
B. Texas Tax pernuts and information may be obtained from:
1. Comptroller of Public Accounts
Sales Tax Division
Capitol Station
Austin, TX 78711; ar
2. http://w��v.window.state.tx.us/taxinfo/taxforms/93-forms.html
6.12 Use of Site and Other Areas
A. Linzitation oiz Use ofSite and OtherAreas:
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 judgrnent 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 Wark, the City may require the Contractor to finish the
section on which operations are in progress before work is commenced on any additional
area of the Site.
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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. Pu�suant to Paragraph 6.21, Contractor shall indemiz� a�zd hold ha��mless City, fironZ arzc�
against all claif�is, costs, losses, and daf�2ages arising out of oi� ��elati�2g to a�zy clais�a or
action, legal o�- equitable, b��ought by any such owne�� o�� occupant against City.
B. Re»zoval of Debf�is Datr�zng Peifornzance 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 deiiciencies 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 rnonies due or to become due to the Contractor.
D. Fisial Site Cleaning.• Prior to Final Acceptance of the Worlc Contractor shall clean the Site and
the Work and malce it ready for utilization by City or adjacent property owner. At the completion
of the Worlc Contractor shall remove from the Site all tools, appliances, construction equipment
and machinery, and surplus materials and shall restore to original condition or better all property
disturbed by the Work.
E. Loadi�zg St�z�ctu��es: Contractor shall not load nor pernut 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 Worlc, these record documents, any operation and maintenance manuals,
and Submittals will be delivered to City priar to Final Inspection. Contractor shall include
accurate locations for buried and imbedded items.
6.14 Safety arrd Prrotection.
A. Contractor shall be solely responsible for initiating, maintauung 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.
B. Coniractor shall comply with all applicable Laws and Regulations relating to the safety of
persons ar property, or to the protection of persons or properiy 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 Ciiy 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.
F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue
until such tune as all the Work is completed and City has accepted the Work.
6.15 Safety Representative
Contractor shall inform City in writing of Contractor's designated safety representative at the Site.
6.16 Hazard Conamunication Pfrog��ams
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.
6.17 Eniergerzcies and/or• Rectificatio�z
,
A. In emergencies affecting the safety or protection of persons or the Work or properly at the Site or
adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss.
Contractor shall give City proinpt written notice if Contractor believes that any significant
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changes in the Work or variations from the Contract Docurnents have been caused thereby or are
required as a result thereof. If City deterinines that a change in the Contract Documents is
required because of the action taken by Contractor in response to such an emergency, a Change
Order may be issued.
B. 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 talcing 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 Subrnittals
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 respect to quantities, dimensions,
specified performance and design criteria, materials, and similar data to show City the
services, materials, and equipment Contractor proposes to provide and to enable City to
review the information for the limited purposes required by Paragraph 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 confornuty 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 Worlc 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:
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 deterinine 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.
City's review and acceptance shall not relieve Contractor from responsibility for any
variation from the requirements of the Contract Documents unless Contractor has complied
with the requirements of Section Ol 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 Continicing 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 ar disagreements, except as City and Contractor may otherwise agree in
writing.
6.20 Contractor's General Waf�ranty and Gica��antee
A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract
Documents and will not be defective. City and its officers, directors, members, partners,
employees, agents, consultants, and subcontractors shall be entitled to rely on representation of
Contractor's warranty and guarantee.
B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by:
abuse, modification, or improper maintenance or operation by persons other than Contractor,
Subconfiractors, Suppliers, or any other individual or entity for whom Contractor is
responsible; or
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2. normal wear and tear under normal usage.
C. Contractor's obligation to perform and complete the Worlc 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 accardance with the Contract Documents:
1. observations by City;
2. recommendation or payment by City of any progress or iinal payrnent;
the issuance of a certificate of Final Acceptance by City ar 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 worlc or property resulting therefrom which shall appear within a period of two (2) years
from the date of Final Acceptance of the Worlc unless a longer period is specified and shall
furnish a good and sufficient maintenance bond, complying with the requirements of Article
5.02.B. The City will give notice of observed defects with reasonable promptness.
6.21 Indemnification
A. Contractor covenants and agrees to indemuify, 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 worlc and services to be performed by the
Contractor, its of�cers, 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 50ME OF THE DAMAGES BEING SOUGHT WERE CAUSED IN WHOLE OR IN
PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This iudemnity
provision is intended to iuclude, without limitation, indemnity for costs, expenses aud legal
fees incurred by the City in defending against such claims and causes of actious.
B. Contractor covenants and agrees to indemnify aud hold harmless, at its own expense, the
City, its of�cers, 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 worlc and
services to be performed by the Contractor, its officers, agents, employees, subcontractors,
licensees or invitees under 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 DAN7AGES SEING SOUGHT
i WERE CAUSED IN WHOLE OR IN PART BY ANY ACT OMISSION OR
NEGLIGENCE OF THE CITY.
6.22 Delegation of Professional Design Se�'vices
A. Conh-actor will not be required to provide professional design services unless such services are
specifically required by the Contract Documents for a portion of the Work or unless such
services are required to carry out Contractor's responsibilities for construction means, methods,
techniques, sequences and procedures.
B. If professional design services or certifications by a design professional related to systems,
materials or equipment are specifically required of Contractor by the Contract Documents, City
will specify all performance and design criteria that such services must satisfy. Contractor shall
cause such services or certifications to be provided by a properly licensed professional, whose
signature and seal shall appear on all drawings, calculations, specifications, certifications, and
Submiitals 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 specified
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 Contracf Documents. Ciry'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 Azcdit
A. The Contractor agrees that the City shall, until the expiration of three (3) years after fmal
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.
B. 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 fmal
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
Subconiractor reasonable advance notice of intended audits.
C. Contractor and Subconh-actor 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 Adminisirative Code in effect as of the time copying is performed.
6.24 Nondisc��in2ination
A. The City is responsible for operating Public Transportation Programs and implementing transit-
relat�d projects, which are funded in part with Federal fmancial assistance awarded by the U.S.
Department of Transportation and the Federal Transit Administration (FTA), without
discriminating against any person in the United States on the basis of race, color, or national
origin.
B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of
the Act and the Regulations as further defined in the Supplementary Conditions for any project
receiving Federal assistance.
ARTICLE 7— OTHER WORK AT TI3E SITE
7.01 Related Wos�k at Site
A. City may perform other work related to the Project at the Site with City's employees, or other
City conh�actors, ar through other direct contracts therefor, or have other work perfornied 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 worlc; and
B. Contractor shall afford each other contractor who is a party to such a direct coniract, each utiliry
owner, and City, if City is perforxning other work with City's employees or other City
contractors, proper and safe access to the Site, provide a reasonable opporiunity for the
introduction and storage of materials and equipment and the execution of such other worlc, and
properly coordinate the Worlc with theus. Contractor shall do all cutting, iitting, 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 worlc of
others by cutting, excavating, or otherwise altering such work; provided, however, that
Contractor rnay 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 Worlc depends upon work performed
by others under this Article 7, Contractor shall inspect such other worlc 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 Worlc. Contractor's failure to so
report will constitute an acceptance of such other worlc 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:
l. 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.
B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such
coordination.
ARTICLE 8 — CITY'S RESPONSIBILITIES
8.01 Conamunzcations to Co�ztractor
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 malce payments to Contractor in accordance with Article 14.
8.04 Lands aiad Easef��ents; 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 bzspections, Tests, and App�rovals
City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph
13.03.
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8.07 Li�nitatzorzs oTa 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 U��disclosed Haza��dous E�ivi�ronniental Co�zdition
City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth
in Paragraph 4.06.
8.09 Con7plia�Zce with Safety PTrograi�2
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 P��oject Repi^ese�ztative
City will provide one or more Project Representative(s) during the construction period. The duties
and responsibilities and the lunitations of authority of City's representative during construction are
set forth in the Contract Documents. The Project Representative(s) will be as provided in the
Supplementary Conditions.
9.02 Visits to Site
A. City's Project Representative will make visits to the Site at intervals appropriate to the various
stages of construction as City deems necessary in order to observe the progress that has been
made and the quality of the various aspects of Contractor's executed Work. Based on
information obtained during such visits and observations, City's Project Representative will
determine, in general, if the Work is proceeding in accordance with the Contract Documents.
City's Project Representative will not be required to make exhaustive or continuous inspections
on the Site to check the quality or quantity of the Work. City's Project Representative's efforts
will be directed toward providing City a greater degree of confidence that the completed Worlc
will conform generally to the Contract Documents.
B. City's Project Representative's visits and observations are subject to all the limitations on
authority and responsibility in the Contract Documents including those set forth in Paragraph
8.07.
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9.03 Authorized T�ariations in Work
City's Project Representative may authorize minor variations in the Work from the requirements of
the Contract Documents which do not involve an adjustment in the Contract Price or the Contract
Time and are compatible with the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. These may be accomplished by a Field Order and will be
binding on City and also on Contractor, who shall perform the Work involved promptly.
9.04 Rejecting Defective Wo��k
City will have authority to reject Work which City's Project Representative believes to be defective,
or will not produce a completed Project that conforms to the Contract Documents or that will
prejudice the integrity of the design concept of the completed Project as a functioning whole as
indicated by the Contract Documents. City will have authority to conduct special inspection or
testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or
completed.
9.05 Deternzinations foY Work Pe� foi•med
Contractor will detern�ine the actual quantities and classifications of Work performed. City's Project
Representative will review with Contractor the preliminary deternlinations on such matters before
rendering a written recommendation. City's written decision will be final (except as modiiied to
reflect changed factual conditions or more accurate data).
9.06 Deczszons o�a Requiref�zents 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.
B. 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 othenvise 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 Unautho��zzed Clzanges in tlze Wo��lc
Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract
Time with respect to any warlc 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 Cliange Oi�de��s
A. City and Contractor shall execute appropriate Change Orders covering:
1. changes in the Work which are: (i) ordered by City pursuant to Paragraph lO.OI.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 Exti�a Wo��k
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 malcing written request for written orders and shall lceep accurate account of the actual
reasonable cost thereof. Contract Claims regarding Extra Worlc shall be made pursuant to
Paragraph 10.06.
B. The Contractor shall furnish the City such installation records of all deviations fi•om the original
Contract Documents as may be necessaiy 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 Exira Worlc, whether said costs are. known, unlcnown, 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 Notificatzoii to Su��ety
If the provisions of any bond require notice to be given to a surety of any change affecting the
general scope of the Worlc 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 Ptrocess
A. City s Decision Reqzcired: 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 iights or remedies he may otherwise
have under the Contract Documents or by Laws and Regulations in respect of such Contract
Claims.
B. Notice:
l. 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 delivered
to the City on or before 45 days from the start of the event giving rise thereto (unless the City
allows additional time for Contractar to submit additional or more accurate data in support of
such Contract Claim).
3. A Contract Claim for an adjushnent 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
adjusiment claimed is the entire adjustment to which the Contractar believes it is entitled as a
result of said event.
6. 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 Actio�z: 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 in part;
2. approve the Contract Claim; or
3. notify the Contractar 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 ar 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 Wo�•k
A. Costs Included.• The term Cost of the Work means the sum of all costs, except those excluded in
Paragraph 11.O1.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 Worlc. Such costs shall not include any of the costs itemized in Paragraph 11.O1.B, and shall
include but not be limited to the following items:
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 Wark. Payroll costs far 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 retu-ement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto.
The expenses of perfornung Worlc outside of Regular Worlcing Hours, Weelcend
Worlcing Hours, or legal holidays, shall be included in the above to the extent authorized
by City.
2. Cost of all materials and equipment furnished and incoiporated in the Work, including costs
of transportation and storage thereof, and Suppliers' field services required in connection
therewith.
3. Rentals of all consh-uction 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, ar parts shall cease when the use thereof is no longer necessary
for the Worlc.
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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 deterinine, which bids,
if any, will be acceptable. If any subcontract provides that the Subconiractor 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 Worlc.
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 consilmecl in the nPrforman�P nf thP Wnrk, anr� r_,nct,
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 far 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 ar
indirectly 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 Contractar 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:
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 Worlc and
not specifically included in the agreed upon schedule of job classifications referred to in
Paragraph 11.O1.A.1 or specifically covered by Paragraph 11.O1.A.4, all of which are to be
considered admuustrative 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 indirectly
employed by any of them or for whose acts any of them may be liable, including but not
limited to, the correction of defective Worlc, disposal of materials or equipment wrongly
supplied, and malcing good any damage to property.
5. Other overhead or general expense costs of any lcind.
C. Co�ats�actor's Fee.• When all the Work is performed on the basis of cost-plus, Contractor's fee
shall be detem�uied 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. Docunzentatiorz: Whenever the Cost of the Work for any purpose is to be detennined pursuant to
Paragraphs 11.O1.A and 11.O1.B, 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 Worlc so covered to be
performed for such sums and by such persons or entities as may be acceptable to City.
B. P��e-bzd 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 fmal 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 U�ait 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 each separately 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 deteruiiuing an initial Contract Price. Deterniinations 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 malce 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. bzc��eased or Decreased Quantities: The City reserves the right to order Extra Work in
accordance with Paragraph 10.01.
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.
If no unit prices exist, tlus 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 worlc far any Item as altered differs materially in kind or nature from that
in the Contract or
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 party 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 Plafas Quantity Measurer�7�ent
A. Plans quantities may or may not represent the exact quantity of worlc 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.
B. 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 total
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
party 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 an error on the plans, the plans quantity will be increased or
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 fmal quantity as a plans
quantity.
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E. Far 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 Contract Pf�ice
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 deteimined 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 ofParagraph 11.03); or
2. where the Wark involved is not covered by unit prices contained in the Contract Documents,
by a muivally agreed lump sum or unit price (which may include an allowance for overhead
and profit not necessarily in accordance with Paragraph 12.O1.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.O1.B.2, on the
basis of the Cost of the Work (deterniined as provided in Paragraph 11.01) plus a
Contractor's fee for overhead and profit (deteimined as provided in Paragraph 12.O1.C).
C. Cont�•actor's Fee: The Contractor's additional fee for overhead and proiit shall be deterinined 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.O1.A.1, 11.O1.A.2. and 11.O1.A.3, the
Contractor's additional fee shall be 15 percent except for:
1) rental fees for Contractor's own equipment using standard rental rates;
2) bonds and insurance;
b. for costs incurred under Paragraph 11.O1.A.4 and 11.O1.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.O1.C.2.a and
12.O1.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.Ol.A.l and 11.O1.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 of 25%;
no fee shall be payable on the basis of costs itemized under Paragraphs 11.O1.A.6, and
11.O1.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 net
decrease.
12.02 Cl�aizge of Cont��act Tin�e
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 Worlc or
claimed delay adversely affects the critical path.
12.03 Delays
A. Where Contractor is reasonably delayed in the perforniance 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 perforining other worlc 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 Conh-actor for any claims, costs, losses, or
damages (including but not lirnited 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 adjushnent 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 ofDefects
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 i�o��k
City, independent testing laboratories, and governmental agencies with jurisdictional interests will
have access to the Site and the Work at reasonable times for their observation, inspection, and
testing. Contractor shall provide them proper and safe conditions for such access and advise them of
Contractor's safety procedures and programs so that they may comply therewith as applicable.
13.03 Tests and bzspectio�as
A. Contractor shall give City timely notice of readiness of the Work for all required inspections,
tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required
inspections or tests.
B. If Coniract Documents, Laws or Regulations of any public body having jurisdiction require any
of the Work (or part thereo fl 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 obtaiivng and shall pay all costs in connection
with any inspections, tests, re-tests, or approvals required for City's acceptance of materials or
equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment
submitted for approval prior to Contractor's purchase thereof for incoiporation 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 deternlined 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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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 Worlc (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.
F. 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 Uncovei�i�ag Wo��k
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.
B. If City considers it necessary or advisable that covered Worlc be observed by City or inspected or
tested by others, Contractor, at City's request, shall uncover, expose, or otherwise malce available
for observation, inspection, or testing as City may require, that portion of the Work in question,
furnishing all necessary labor, material, and equipment.
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 accept defective Worlc in
accordance with Paragraph 13.08 in which case Conh•actor shall still be responsible for all
costs associated with exposing, observing, and testing the defective Worlc.
2. If the uncovered Worlc 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 YYot�lc
If the Worlc is defective, or Contractor fails to supply sufficient slcilled worlcers or suitable materials
or equipment, or fails to perform the Worlc 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 far 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 Correctiosa or Renzoval of Defective Work
A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to
an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has
been rejected by City, remove it from the Project and replace it with Work that is not defective.
Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not
limited to all fees and charges of engineers, architects, attorneys, and other professionals and all
court or arbitration or other dispute resolution costs) arising out of or relating to such correction
or removal (including but not limited to all costs of repair or replacement of work of others).
Failure to require the removal of any defective Work shall not constitute acceptance of such
Work.
B. When correcting defective Work under the terms of this Paragraph 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 Worlc; or
3. if the defective Worlc has been rejected by City, remove it from the Project and replace it
with Work that is not defective, and
4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work
of others or other land or areas resulting therefrom.
B. If Contractor does not promptly comply with the terms of City's written instructions, or in an
emergency where delay would cause serious risk of loss or damage, City may have the defective
Work corrected or repaired or may ha�e the rejected Worlc 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 Worlc, 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 Acceptan.ce ofDefective Wo��k
If, instead of requiring coirection or removal and replacement of defective Worlc, 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 Worlc and for the di.minished value of the Worlc to the extent not otherwise
paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be
issued incoiporating 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 Cor���ect Defective VYo��Ic
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 perfoim the Worlc 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.
B. 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, talce possession of all or part of the Worlc and suspend
Contractor's services related thereto, and incorporate in the Worlc 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
necessary revisions in the Contract Documents with respect to the Warlc; 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 Ciry's rights and remedies under this
Paragraph 13.09.
ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION
14.01 Schedule of T�alues
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 P��ogress Paynzents
A. Applications for Payn2ents:
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, Contractar 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. Beginiung with the second Application far 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 stipulated in the
Contract Documents.
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B. Review ofApplications:
l. 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 malce 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 Worlc, 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 Worlc as a functioning whole prior to or upon Final Acceptance,
the results of any subsequent tests called for in the Contract Documents, a final
deteilnuiation 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 Worlc as it has been
performed have been exhaustive, extended to every aspect of the Work in progress, or
involved detailed inspections of the Worlc 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 Worlc.
4. City may refuse to process the whole or any part of any payment because of subsequently
discovered evidence ar the results of subsequent inspections or tests, and revise or revolce
any such payment previously made, to such extent as may be necessary to protect City from
loss because:
a. the Worlc is defective, or the completed Work has been damaged by the Contractor or his
subcontractors, requiring correction or replacement;
b. discrepancies in quantities contained in previous applications for payment;
c. the Contract Price has been reduced by 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:
l. 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 Dan7ages. 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
deducted from the monies due the Contractor, not as a penalty, but as liquidated 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 ifa Paynzent:
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
delivered 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 ContractoY's I�arranty 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 substantially completed
part of the Work which has specifically been identified in the Contract Documents, ar which
City, determines constitutes a separately functioning and usable part of the Work that can be
used by City for its intended purpose without significant interference with Contractor's
performance of the remainder of the Worlc. City at any tune may notify Contractor in writing to
permit City to use or occupy any such part of the Work which City detei7nines 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.OS.A.1, City and
Contractor shall malce 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 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 Worlc is incomplete or defective. Contractor shall irnmediately take such measures as are
necessary to complete such Worlc or remedy such deficiencies.
B. No time charge will be made against the Contractor between said date of notification of the City
and the date of Final Inspection. Should the City deternune that the Worlc is not ready for Final
Inspection, City will notify the Contractor in writing of the reasons and Contract Time will
resume.
14.06 Fzizal Acceptmace
Upon completion by Contractor to City's satisfaction, of any additional Worlc identified in the Final
Inspection, City will issue to Contractor a letter of Final Acceptance.
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14.07 Final Payment
A. Applzcation foY Payment:
L 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 final payment;
c. a list of all pending or released Damage Claims against City that Contractor believes are
unsettled; and
d. affida�its of payments and complete and legally effective releases or waivers
(satisfactory to City) of all Lien rights arising out of or Liens iiled in connection with the
Work.
B. PaynTent Beconzes Due:
1. After City's acceptance of the Application for Payment and accompanying documentation,
requested by Contractor, less previous payments made and any surn City is entitled,
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 fmal 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 Conzpletio�a Delayed and Pa��tial 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 teiminating 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 payrnent. Such payment shall be made under the terms and conditions
governing fmal payment, except that it shall not constitute a waiver of Contract Claims.
B. Pm�tial 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 Worlc locations, the City may release a portion of
the amount retained provided that all other work is completed as deterinuied by the City. Before
the release, all submittals and fmal quantities must be completed and accepted for all other work.
An amount sufficient to ensure Contract compliance will be retained.
14.09 Waiver� of Clai»7s
The acceptance of imal payment will constitute a release of the City from all claims or liabilities
under the Contract for anything done or furnished or relating to the worlc under the Contract
Documents or any act or neglect of City related to or connected with the Contract.
ARTICLE 15 — SUSPENSION OF WORK AND TERP�IINATION
15.01 City May Suspe�zd Woriz
A. At any time and without cause, City may suspend the Worlc 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 cornplete 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 atlributable to any such suspension.
C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall
stare all inaterials 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 worlc, and erect
temporary structures where necessary.
D. Contractor rnay 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 Tef�»zinate for Cairse
A. The occurrence of any one or more of the following events by way of example, but not of
limitation, may justify termination for cause:
1. Contractor's persistent failure to perform the Work in accordance with the Contract
Documents (including, but not limited to, failure to supply sufficient skilied 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 authoriry 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
fmancially 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 pernutted by Laws and
Regulations, declare a Contractor default and formally teiminate 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 Worlc, City may exclude Contractor and Surety from the site and
take possession of the Work, and all materials and equipment incorporated into the Worlc
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.
Whether City or Surety completes the Work, Contractor shall not be entitled to receive any
further payment until the Work is fuushed. If the unpaid balance of the Contract Price
exceeds all claims, costs, losses and damages sustained by City arising out of or resulting
from cornpleting the Work, such excess will be paid to Contractor. If such claims, costs,
losses and damages exceed such unpaid balance, Contractor shall pay the difference to City.
Such claims, costs, losses and damages incurred by Ciry 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 Ciry, 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 Worlc, 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 inethod used
by City in completing the Contract.
6. Maintenance of the Worlc shall continue to be Contractor's and Surety's responsibilities as
provided for in the bond requirements of the Contract Docurnents or any special guarantees
provided for under the Contract Documents or any other obligations otherwise prescribed by
law.
C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor
begins within seven days of receipt of notice of intent to ternunate 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 Ternzinate For Convenience
A. City may, without cause and without prejudice to any other right or remedy of City, terminate the
Contract. Any terniination shall be effected by mailing a notice of the termination to the
Contractor specifying the extent to which performance of Work under the contract is ternunated,
and the date upon which such terniination 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.
B. After receipt of a notice of termination, and except as otherwise directed by the City, the
Contractor shall:
l. Stop work under the Contract on the date and to the extent specified in the notice of
termination;
2. place no further 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 terniinated;
3. terminate all orders and subcontracts to the extent that they relate to the performance of the
Work terminated by notice of terniination;
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 ternunation; 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 Worlc as shall not have been terxninated 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 subinission of the list, and any necessary adjushnents
to correct the list as submitted, shall be made prior to fmal settlement.
E. Not later than 60 days after the notice of ternunation, the Contractor shall submit his ternunation
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 ternunation of the Worlc, the City shall determine, on the basis
of information available to it, the amount, if any, due to the Contractor by reason of the
term.ination and shall pay to the Contractor the amounts deternuned. Contractor shall not be paid
on account of loss of anticipated profits or revenue or other economic loss arising out of or
resultuig from such terniination.
ARTICLE 16 — DISPUTE RESOLUTION
16.01 Methods and P��ocedzcres
A. Either City or Contractor may request mediation of any Contract Claun submitted for a decision
under Paragraph 10.06 before such decision becomes imal 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.D shall become final and binding 30 days after
terniination of the mediation unless, within that time period, City or Contractor:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August6, 2012
oo�zoo-i
GENERAL CONDITIONS
Page 62 of 63
1. elects in writing to involce any other dispute resolution process provided for in the
Supplementary Conditions; or
2. agrees with the other pariy to submit the Contract Claim to another dispute resolution
process; or �
3. gives written notice to the other party of the intent to submit the Contract Claim to a court of
competent jurisdiction.
ARTICLE 17 — MISCELLANEOUS
17.01 Givii2g 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 ar to a member of the firm or to an officer of the
corporation for whom it is intended; or
2. delivered at or sent by registered or certified mail, postage prepaid, to the last business
address known to the giver of the notice.
B. Business address changes must be promptly made in writing to the other party.
C. Whenever the Contract Documents specifies giving notice by electronic means such electronic
notice shall be deemed sufficient upon confirmation of receipt by the receiving pariy.
17.02 Conipz�tatio�z of TinZes
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 way as
a limitation of, any rights and remedies available to any or all of them which are otherwise imposed
or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the
Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically
in the Contract Documents in connection with each particular duty, obligation, right, and remedy to
which they apply.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August 6, 2012
00 �2 00 - i
GENERAL CONDITIONS
Page 63 of 63
17.04 Survival of Obligations
All representations, indemniiications, 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 fmal payment, completion, and acceptance of the Worlc or
terniination 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.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Special Revision: August 6, 2012
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SECTION 00 73 00
SUPPLEMENTARY CONDITIONS
TO
GENERAL CONDITIONS
Supplementary Conditions
007300-1
SUPPLEMENTARY CONDITIONS
Page 1 of 5
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 modi�ed 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.
Modifcations 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 and Specifications shall govern over standard details.
SC-4.OlA
Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding.
Upon receiving the fmal easements descriptions, Contractor shall compare them to the lines shown on the
Contract Drawings.
SC-4.O1A.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
February 21, 2012:
Outstanding Right-Of-Way, and/or Easements to Be Acquired
PARCEL OWNER
NUMBER
NONE
TARGET DATE
OF POSSESSION
The Contractar 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.O1A.2, "Availability of Lands"
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 21, 2012
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
007300-2
SUPPLEMENTARY CONDITIONS
Page 2 of 5
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Utilities or obstructions to be removed, adjusted, and/or relocated
The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated
as of February 21, 2012
EXPECTED UTILITY AND LOCATION
OWNER
TARGET DATE OF
ADJUSTMENT
NONE
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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"None" Report No. , dated , prepared by "None" a sub-consultant of "None", a
consultant of the City, providing additional infortnation on "None"
The following are drawings of physical conditions in or relating to existing surface and subsurface
structures (except Underground Facilities) which are at or oontiguous 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
5C-5.03A., "Certi�cates 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: NONE
(3) Other: NONE
SG5.04A., "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 accidendoccurrence
$100,000 Disease - each employee
$500,000 Disease - policy limit
SC-5.04B., "Contractor's Insurance"
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Febivary 21, 2012
BRICK PAVEMENT REPAIR (2013-12)
GGOl-537110-0202002
00 73 00 - 3
SUPPLEMENTARY CONDITIONS
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5.04B. Commercial General Liability, under Paragraph GC-5.04B. 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) Automobffe Liability - a cornmercial 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 PropertyDamage
SC-5.04D., "Contractor's Insurance"
The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and
material deliveries to cross railroad properties and tracks NONE
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 specifed 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 Occunence:
Required for this Contract
N/A
N/A
X Not required for this Contract
With respect to the above outlined insurance requirements, the following shall govern:
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised February 21, 2012
BRICK PAVEMENT REPAIIt (2013-12)
GGO1-537110-0202002
007300-4
SUPPLEMENTARY CONDITIONS
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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 3 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: GC — 6.07
SC-6.09., "Permits and Utilities"
SC-6.09A., "Contractor obtained permits and licenses"
The following are known permits andlor licenses required by the Contract to be acquired by the Contractor:
BNSF Railroad and UP Railroad
SG6.09B. "City obtained permits and licenses"
The following are known permits and/or licenses required by the Contract to be acquired by the City: 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 February
21, 2012
Outstanding Permits and/or Licenses to Be Acquired
OWNER PERMIT OR LICENSE t�ND LOCATION TARGET DATE
OF POSSESSION
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-53 7 1 10-0202002
Revised Febivary 21, 2012
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007300-5
SUPPLEMENTARY CONDITIONS
Page 5 of 5
PERMIT OR LICENSE AND LOCATION TARGET DATE
OF POSSESSION
SC-7.02., "Coordination"
The individuals or entities listed below have contracts with the City for the performance of other work at
the Site:
None
Vendor Sco e of Work Coordination Authori
NONE NONE NONE
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11 SC-8.01, "Communications to Contractor"
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13 All removed materialldebris must be hauled off to a suitable dumpsite within the same day.
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15 Elcisting brick pavers may be re-used only if approved by the Engiueer. E�sting bricks that do not
16 meet the required speci�cations for re-use shall be delivered to the City Stock pile yard at 3300
17 Yuma Street.
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19 Contractor shall backf"ill behind the curb, driveways, sidewalks etc. within five days from the date of
20 completion.
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23 SC-9.01., "City's Project Representative"
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25 The following firm is a consultant to the City responsible for construction management of this Project:
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28 SC-13.03C., "Tests and Inspections"
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31 SC-16.O1C.1, `�Methods and Procedures"
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37 END OF SECTION
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised Febivary 21, 2012
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
oi iioo-i
SUMMARY OF WORK
Page 1 of 3
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SECTION O1 11 00
SUMMARY OF WORK
3 PART1- GENERAL
4 1.1 SiTMMARY
5 A. Section I�icludes:
6 1. Summary of Work to be perfornled in accordance with the Contract Documents
7 B. Deviations from this City of Fort Worth Standard Specification
8 '1 1VIOBII,IZATIC?N SI�AI,L BE SI7BSiDIARY T0 THIS�°'PROJECT PAY ITEM
9 NO: SEPARAZ'E PAY:� _ ., .
10 C. Related Specification Sections include, but are not necessarily limited to"
11 1. Division 0- Bidding Requirements, Contract Fonns, and Conditions of the Contract
12 2. Division 1- General Requirements
13 1.2 PRICE AND PAYMENT PROC�DURES
14 A. Measurement and Payment
15 1. Work associated with this Item is considered subsidiary to the various items bid.
16 No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIltEMENTS
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A. Work Covered by Contract Documents
1. Work is to include furnishing all labor, materials, and equipment, and performing
all Work necessary for this construction project as detailed in the Drawings and
Specifications.
B. Subsidiary Work
1. Any and all Work specifically governed by documentary requirements for the
project, such as conditions imposed by the Drawings or Contract Documents in
which no specific item for bid has been provided for in the Proposal and the item is
not a typical unit bid item included on the standard bid item list, then the item shall
be considered as a subsidiary item of Work, the cost of which shall be included in
the price bid in the Proposal for various bid items.
2. MOBIL,IZATION SHALL NOT BE PAID DIRECTLY BUT SHAI�L BE
CONSIDERED SUBSIDIARY TO THE MAJOR ITEMS OF WORK.
C. Use of Premises
1. Coordinate uses of premises under direction of the City.
2. Assume full responsibility for protection and safekeeping of materials and
equipment stored on the Site.
3. Use and occupy only portions of the public streets and alleys, or other public places
or other rights-of-way as provided for in the ordinances of the City, as shown in the
Contract Documents, or as may be specifically authorized in writing by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
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SUMMARY OF WORK
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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.
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 pertnit.
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 or private
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 associated with 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.
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG0 1-5 37 1 10-0202002
011100-3
SUMMARY OF WORK
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL 5UBMITTALS [NOT USED]
3 1.'7 CLOSEOUT SUBMITTAL5 [NOT U5ED]
4 1.8 MAIlVTENANCE MATERIAI. SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANC� [NOT USED]
6 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WA1tRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUIvIMARY OF CHANGE
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C1TY OF FORT WORTH BRICK PAVEMENT REPAIlZ (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-53 7 1 1 0-0202002
Revised July 1, 2011
oizsoo-i
SUBSTITUTION PROCEDURES
Page 1 of 5
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SECTION Ol 25 00
SUBSTITUTION PROCEDURES
A. Section Includes:
1. The procedure for requesting the approval of substitution of a product that is not
equivalent to a product which is specified by descriptive or perforniance criteria or
defined by reference to 1 or more of the following:
a. Name of manufacturer
b. Name of vendor
c. Trade name
d. Caialog 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
PRICE AND PAYMENT PROCEDURES
20 A. Measurement and Payment
21 1. Work associated with this Item is considered subsidiary to the various items bid.
22 No separate payment will be allowed for this Item.
23 1.3 REFERENCES [NOT USED]
24 1.4 ADMINISTRATIVE REQUIIREMENTS
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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 Speciiications by
means of references to names of manufacturers and vendors, trade names, or
catalog numbers.
a. When this method of specifying is used, it is not intended to exclude from
consideration other products bearing other manufacturer's or vendor's names,
trade names, or catalog numbers, provided said products are "or-equals," as
determined by City.
3. Other types of equipment and kinds of material may be acceptable substitutions
under the following conditions:
a. Or-equals are unavailable due to strike, discontinued production of products
meeting specified requirements, or other factors beyond control of Contractor;
or,
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
oi zs oo - a
SUBSTITUTION PROCEDURES
Page 2 of 5
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b. Contractor proposes a cost and/or time reduction incentive to the City.
2 1.5 SUBMITTALS
3 A. See Request for Substitution Form (attached)
4 B. Procedure for Requesting Substitution
5 1. Substitution shall be considered only:
6 a, After award of Contract
7 b. Under the conditions stated herein
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2. Submit 3 copies of each written request for substitution, including;
a. Documentation
1) Complete data substantiating compliance ofproposed substitution with
Contract Documents
2) Data relating to changes in construction schedule, when a reduction is
proposed
3) Data relating to changes in cost
b. For products
1) Product identification
a) Manufacturer's name
b) Telephone number and representative contact name
c) Specification Section or Drawing reference of originally specified
product, including discrete name or tag number assigned to original
product in the Contract Documents
2) Manufacturer's literature clearly marked to show compliance of proposed
product with Contract Documents
3) Itemized comparison of original and proposed product addressing product
characteristics including, but not necessarily limited to:
a) Size
b) Composition or materials of construction
c) Weight
d) Electrical or mechanical requirements
4) Product experience
a) Location of past projects utilizing product
b) Name and telephone number of persons associated with referenced
projects knowledgeable concerning proposed product
c) Available field data and reports associated with proposed product
5) Samples
a) Provide at request of City.
b) Samples become the property of the City.
c. For construction methods:
1) Detailed description of proposed method
2) Illustration drawings
C, Approval or Rejection
1. Written approval or rejection of substitution given by the City
43 2. City reseives the right to require proposed product to comply with color and pattern
44 of specified product if necessary to secure design intent.
45 3. In the event the substitution is approved, the resulting cost and/or time reduction
46 will be documented by Change Order in accordance with the General Conditions.
C1TY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS GGO1-5 3 7 1 10-0202002
Revised July 1, 2011
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012500-3
SUBSTITUTION PROCEDURES
Page 3 of 5
4. No additional contract time will be given for substitution.
5. 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]
10 1.7 CLOSEOUT SUBMITTALS [NOT USED]
11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
12 1.9 QUALITY ASSURANCE
13 A. In m�king request for substitution or in using an approved product, the Contractor
14 represents that the Contractor:
15 1. Has investigated proposed product, and has determined that it is adequate or
16 superior in all respects to that speciiied, and that it will perform function for which
17 it is intended
18 2. Will provide same guarantee for substitute item as for product specified
19 3. Will coordinate installation of accepted substitution into Work, to include building
20 modifications if necessary, making such changes as may be required for Work to be
21 complete in all respects
22 4. Waives all claims for additional costs related to substitution which subsequently
23 arise
24 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
25 l.11 FIELD [SITE] CONDITIONS [NOT USED]
26 1.12 WARRANTY [NOT USED]
27 PART 2- PRODUCTS [NOT USED]
28 PART 3- EXECUTION [NOT USED]
29
END OF SECTION
30
Revision Log
DATE NAME SUMMARY OF CHANGE
CiTY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
012500-4
SUBSTITUTION PROCEDURES
Page 4 of 5
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EXHIBIT A
REQUEST FOR SUBSTITUTION FORM:
'PO:
PROJECT: DATE:
We hereby submit for your consideration the following product instead of the speciiied 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 speciiied items are:
Equal Better (explain on attachment)
The undersigned states that the function, appearance and quality are equivalent or superior to
the speci�ed item.
Submitted By: For Use by City
Signature
as noted
Firm
Address
Date
Telephone
For Use by City:
Approved
Recommended _ Recommended
Not recommended Received late
By
Date
Remarks
Rejected
CITY OF FORT WORTH
STANDARD CONSTRUCTION 3PECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG0 1-5 37 1 10-0202002
oi2soo-s
SUBSTITUTION PROCEDURES
Page 5 of 5
1 City
Date
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-537110-0202002
Revised July l, 2011
O13119-I
PRECONSTRUCTION MEETING
Page 1 of 3
1
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3 PARTl- GENER�L
4 11 SLJMMARY
SECTION 0131 19
PRECONSTRUCTION MEETING
5 A. Section Includes:
6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to
7 clarify construction contract administration procedures
8 B. Deviations from this City of Fort Worth Standard Specifcation
9 1. None.
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12
13 1.2
14
15
16
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
17 1.3 REFERENCES [NOT USED]
18 1.4 ADMINISTRATIVE REQUIR�MENTS
19 A. Coordination
20 1. Attend preconstruction meeting.
21 2. Representatives of Contractor, subcontractors and suppliers attending meetings
22 shall be qualified and authorized to act on behalf of the entity each represents.
23 3. Meeting administered by City may be tape recorded.
24 a. If recorded, tapes will be used to prepare minutes and retained by City for
25 future reference.
26 B. Preconstruction Meeting
27 1. A preconstruction meeting will be held within 14 days after the execution of the
28 Agreement and before Work is started.
29 a. The meeting will be scheduled and administered by the City.
30 2. The Project Representative will preside at the meeting, prepare the notes of the
31 meeting and distribute copies of same to all participants who so request by fully
32 completing the attendance form to be circulated at the beginning of the meeting.
33 3. Attendance shall include:
34 a. Project Representative
35 b. Contractor's project manager
36 c. Contractor's superintendent
37 d. Any subcontractor or supplier representatives whom the Contractor may desire
38 to invite or the City may request
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDAR.D CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-537ll0-0202002
Revised July 1, 2011
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O1 31 19 - 2
PRECONSTRUCTION MEETING
Page 2 of 3
e. Other City representatives
£ Others as appropriate
4. Construction Schedule
a. Prepare baseline construction schedule in accordance with Section O1 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
£ Notice to Proceed
g. Construction Staking
h. Progress Payments
i. Extra Work and Change Order Procedures
j. Field Orders
k. Disposal Site Letter for Waste Material
1. Insurance Renewals
m. Payroll Certification
n. Material Certifications and Quality Control Testing
o. Public Safety and Convenience
p. Documentation of Pre-Construction Conditions
q. Weekend Work Notification
r. Legal Holidays
s. Trench Safety Plans
t. Confined Space Entry Standards
u. Coordination with the City's representative for operations of existing water
systems
v. Storm Water Pollution Prevention Plan
w. Coordination with other Contractors
x. Early Warning System
y. Contractor Evaluation
z. Special Conditions applicable to the project
aa. Damages Claims
bb. Submittal Procedures
cc. Substitution Procedures
dd. Correspondence Routing
ee. Record Drawings
f£ Temporary construction facilities
gg. M/WBE procedures
hh. Final Acceptance
ii. Final Payment
jj. Questions or Comments
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIl2 (2013-12)
GGO1-537110-0202002
O1 31 19 - 3
PRECONSTRUCTION MEETING
Page 3 of 3
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT U5ED]
4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARRANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
10 PART 3- EXECUTION [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-53 7 1 1 0-0202002
Revised July 1, 2011
013120-1
PROJECT MEETINGS
Page 1 of 3
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4 1.1 SUMMARY
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14 1.2
SECTION 013120
PROJECT MEETINGS
A. Section Includes:
1. Provisions for project meetings throughout the construction period to enable orderly
review of the progress of the Work and to provide for systematic discussion of
potential problems
B. Deviations 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
PRICE AND PAYMENT PROCEDURES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various items bid.
17 No separate payment will be allowed for this Item.
18 1.3 REFERENCES [NOT USED]
t 9 l.4 ADMINIS'TRATIV� REQUIREMENTS
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A. Coordination
l. Schedule, attend and administer as specified, periodic progress meetings, and
specially called meetings throughout progress of the Work.
2. Representatives of Contractor, subcontractors and suppliers attending meetings
shall be qualiiied and authorized to act on behalf of the entity each represents.
3. Meetings administered by City may be tape recorded.
a. If recorded, tapes will be used to prepare minutes and retained by City for
future reference.
4. Meetings, in addition to those specified in this Section, may be held when requested
by the City, Engineer or Contractor.
B. Pre-Construction Neighborhood Meeting
1. After ihe execution of the Agreement, but before construction is allowed to begin,
attend 1 Public Meeting with affected residents to:
a. Present projected schedule, including construction start date
b. Answer any construction related questions
2. Meeting Location
a. Location of ineeting to be determined by the City.
3. Attendees
a. Contractor
C1TY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-53 7 1 1 0-0202002
Revised July 1, 2011
013120-2
PROJECT MEETINGS
Page 2 of 3
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3 4. Meeting Schedule
4 a. In general, the neighborhood meeting will occur within the 2 weeks following
5 the pre-construction conference.
6 b. In no case will construction be allowed to begin until this meeting is held.
7 C. Progress Meetings
8 l. Formal project coordination meetings will be held periodically. Meetings will be
9 scheduled and administered by Proj ect Representative.
10 2. Additional progress meetings to discuss speciiic topics will be conducted on an as-
11 needed basis. Such additional meetings shall include, but not be limited to:
12 a. Coordinating shutdowns
13 b. Installation of piping and equipment
14 c. Coordination between other construction projects
15 d. Resolution of construction issues
16 e. Equipment approval
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b. Project Representative
c. Other City representatives
The Project Representative will preside at progress meetings, prepare the notes of
the meeting and distribute copies of the same to all participants who so request by
fully completing the attendance form to be circulated at the beginning of each
meeting.
Attendance shall include:
a. Contractor's project manager
b. Contractor's superintendent
c. Any subcontractor or supplier representatives whom the Contractor may desire
to invite or the City may request
d. Engineer's representatives
e. City's representatives
£ Others, as requested by the Proj ect Representative
Preliminary Agenda may include:
a. Review of Work progress since previous meeting
b. Field obseivations, problems, conflicts
c. Items which impede construction schedule
d. Review of off-site fabrication, delivery schedules
e. Review of construction interfacing and sequencing requirements with other
construction contracts
£ Corrective measures and procedures to regain projected schedule
g. Revisions to construction schedule
h. Progress, schedule, during succeeding Work period
i, Coordination of schedules
j. Review submittal schedules
k. Maintenance of quality standards
1. Pending changes and substitutions
m. Review proposed changes for:
1) Effect on construction schedule and on completion date
2) Effect on other contracts of the Project
n. Review Record Documents
o. Review monthly pay request
p. Review status of Requests for Information
C1TY OF FORT WORTH
STANDt1RD CONSTRUCTION SPECIFICATION DOCUMENT3
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
013120-3
PROJECT MEETINGS
Page 3 of 3
1 6. Meeting Schedule
2 a. Progress meetings will be held periodically as determined by the Project
3 Representative.
4 1) Additional meetings may be held at the request of the:
5 a) City
6 b) Engineer
7 c) Contractor
8 7. Meeting Location
9 a. The City will establish a meeting location.
10 1) To the extent practicable, meetings will be held at the Site.
11 1.5 SUBMITTALS [NOT USED]
12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
13 1.7 CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAI. SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSUItANCE [NOT USED]
16 1.10 DELIVERY, 5TORAGE, AND IIANDLING [NOT USED]
17 1.11 FIELD [SITE] CONDITIONS [NOT USED]
18 112 WARRANTY [NOT USED]
19 PART 2- PRODUCTS [NOT USED]
20 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CTI'Y OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCiIMENTS GGO1-537110-0202002
Revised July 1, 2011
013216-1
CONSTRUCTION PROGRESS SCHEDULE
Page 1 of 5
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SECTION 0132 16
CONSTRUCTION PROGRESS SCHEDULE
4 11 SUMMARY
5 A. Section Includes:
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1. General requirements for the preparation, submittal, updating, status reporting and
management of the Construction Progress Schedule
2. Specific requirements are presented in the City of Fort Worth Schedule Guidance
Document
B. Deviations from this City of Fort Worth Standard Specification
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 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
�����y_. : �.c���
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A. Definitions
1
2.
3
L�, •C�
1. Work associated with this Item is considered subsidiary to the various items bid.
No separate payment will be allowed for this Item.
Schedule Tiers
a. Tier 1- No schedule submittal required by contract. Small, brief duration
projects
b. Tier 2- No schedule submittal required by contract, but will require some
milestone dates. Small, brief duration projects
c. Tier 3- Schedule submittal required by contract as described in the
Specification and herein. Majority of City projects, including all bond program
proj ects
d. Tier 4- Schedule submittal required by contract as described in the
Specification and herein. Large and/or complex projects with long durations
1) Examples: large water pump station project and associated pipeline with
interconnection to another govermnental entity
e. Tier 5- Schedule submittal required by contract as described in the
Specification and herein. Large and/or very complex projects with long
durations, high public visibility
1) Examples might include a water or wastewater treatment plant
Baseline Schedule - Initial schedule submitted before work begins that will serve
as the baseline for measuring progress and depariures from the schedule.
Progress Schedule - Monthly submittal of a progress schedule documenting
progress on the project and any changes anticipated.
CPI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised 7uly 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
O13216-2
CONSTRUCTION PROGRESS SCHEDULE
Page 2 of 5
1
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4. Schedule Narrative - Concise narrative of the schedule including schedule
changes, expected delays, key schedule issues, critical path items, etc
B. Reference Standards
4 1. City of Fort Worth Schedule Guidance Document
5 1.4 ADMINISTRATIVE REQUIREMENTS
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A. Baseline Schedule
1. General
a. Prepare a cost-loaded baseline Schedule using approved software and the
Critical Path Method (CPM) as required in the City of Fort Worth Schedule
Guidance Document.
b. Review the draft cost-loaded baseline Schedule with the City to demonstrate
understanding of the work to be performed and known issues and constraints
related to the schedule.
c. Designate an authorized representative (Project Scheduler) responsible for
developing and updating the schedule and preparing reports.
16 B. Progress Schedule
17 1. Update the progress Schedule monthly as required in the City of Fort Worth
18 Schedule Guidance Document.
19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule.
20 3. Change Orders
21 a. Incorporate approved change orders, resulting in a change of contract time, in
22 the baseline Schedule in accordance with City of Fort Worth Schedule
23 Guidance Document.
24 C. Responsibility for Schedule Compliance
25 l. Whenever it becomes apparent from the current progress Schedule and CPM Status
26 Report that delays to the critical path have resulted and the Contract completion
27 date will not be met, or when so directed by the City, make some or all of the
28 following actions at no additional cost to the City
29 a. Submit a Recovery Plan to the City for approval revised baseline Schedule
30 outlining:
31 1) A written statement of the steps intended to take to remove or arrest the
32 delay to the critical path in the approved schedule
33 2) Increase construction manpower in such quantities and crafts as will
34 substantially eliminate the backlog of work and return current Schedule to
35 meet projected baseline completion dates
36 3) Increase the number of working hours per shift, shifts per day, working
37 days per week, the amount of construction equipment, or any combination
38 of the foregoing, sufiiciently to substantially eliminate the backlog of work
39 4) Reschedule activities to achieve maximum practical concurrency of
40 accomplishment of activities, and comply with the revised schedule
41 2. If no written statement of the steps intended to take is submitted when so requested
42 by the City, the City may direct the Contractor to increase the level of effort in
43 manpower (trades), equipment and work schedule (overtime, weekend and holiday
44 work, etc.) to be employed by the Contractor in order to remove or arrest the delay
45 to the critical path in the approved schedule.
46 a. No additional cost for such work will be considered.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
013216-3
CONSTRUCTION PROGRESS SCHEDULE
Page 3 of 5
1 D. The Contract completion time will be adjusted only for causes specified in this
2 Contract.
3 a. Requests for an extension of any Contract completion date must be
4 supplemented with the following:
5 1) Furnish justification and supporting evidence as the City may deem
6 necessary to determine whether the requested extension of time is entitled
7 under the provisions of this Contract.
8 a) The City will, after receipt of such jusrification and supporting
9 evidence, make findings of fact and will advise the Contractor, in
10 writing thereof.
11 2) If the City finds that the requested extension of time is entitled, the City's
12 determination as to the total number of days allowed for the extensions
13 shall be based upon the approved total baseline schedule and on all data
14 relevant to the extension.
15 a) Such data shall be included in the next updating of the Progress
16 schedule.
17 b) Actual delays in activities which, according to the Baseline schedule,
18 do not affect any Contract coinpletion date shown by the critical path in
19 the network will not be the basis for a change therein.
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2. Submit each request for change in Contract completion date to the City within 30
days after the beginning of the delay for which a time extension is requested but
before the date of final payment under this Contract.
a. No time extension will be granted for requests which are not submitted within
the foregoing time limit.
b. From time to time, it may be necessary for the Contract schedule or completion
time to be adjusted by the City to reflect the effects of job conditions, weather,
technical difficulties, strikes, unavoidable delays on the part of the City or its
representatives, and otlier unforeseeable conditions which may indicate
schedule adjustments or completion time extensions.
1) Under such conditions, the City will direct the Contractor to reschedule the
work or Contract completion time to reflect the changed conditions and the
Contractor shall revise his schedule accordingly.
a) No additional compensation will be made to the Contractor for such
schedule changes except for unavoidable overall contract time
extensions beyond the actual completion of unaffected work, in which
case the Contractor shall take all possible action to miniinize any time
extension and any additional cost to the City.
b) Available float time in the Baseline schedule may be used by the City
as well as by the Contractor.
3. Float or slack time is defined as the amount of time between the earliest start date
and the latest start date ar between the earliest finish date and the latest fmish date
of a chain of activities on the Baseline Schedule.
a. Float or slack time is not for the exclusive use or benefit of either the
Contractor or the City.
b. Proceed with work according to early start dates, and the City shall have the
right to reserve and apportion float time according to the needs of the project.
CITY OF FORT WORTH
STANDARU CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
01 32 16 - 4
CONSTRUCTION PROGRESS SCHEDULE
Page 4 of 5
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c. Acknowledge and agree that actual delays, affecting paths of activities
containing float time, will not have any effect upon contract completion times,
providing that the actual delay does not exceed the float time associated with
those activities.
E. Coordinating Schedule with Other Contract Schedules
1. Where work is to be performed under this Contract concurrently with or contingent
upon work performed on the same facilities or area under other contracts, the
Baseline Schedule shall be coordinated with the schedules of the other contracts.
a. Obtain the schedules of the other appropriate contracts from the City for the
preparation and updating of Baseline schedule and make the required changes
in his schedule when indicated by changes in corresponding schedules.
2. In case of interference between the operations of different contractors, the City will
determine the work priority of each contractor and the sequence of work necessary
to expedite the completion of the entire Project.
a. In such cases, the decision of the City shall be accepted as final.
b. The temporary delay of any wark due to such circumstances shall not be
considered as justification for claims for additional compensation.
18 1.5 SUBMITTALS
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A. Baseline Schedule
1. Submit Schedule in native file format and pdf format as required in the City of Fort
Worth Schedule Guidance Document.
a. Native file format includes:
1) Primavera (P6 or Primavera Contractor)
2. Submit draft baseline Schedule to City prior to the pre-construction meeting and
bring in hard copy to the meeting for review and discussion.
B. Progress Schedule
1. Submit progress Schedule in native file format and pdf format as required in the
City of Fort Worth Schedule Guidance Document.
2. Submit progress Schedule monthly no later than the last day of the month.
C. Schedule Narrative
1. Submit the schedule narrative in pdf format as required in the City of Fort Worth
Schedule Guidance Document.
2. Submit schedule narrative monthly no later than the last day of the month.
D. Submittal Process
l. The City administers and manages schedules through Buzzsaw.
2. Contractor shall submit documents as required in the City of Fort Worth Schedule
Guidance Document.
3. Once the project has been completed and Final Acceptance has been issued by the
City, no further progress schedules are required.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
013216-5
CONSTRUCTION PROGRESS SCHEDULE
Page 5 of 5
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 ASSUI2ANCE
5 A. The person preparing and revising the construction Progress Schedule shall be
6 experienced in the preparation of schedules of similar complexity.
7 B. Schedule and supporting documents addressed in this Specification shall be prepared,
8 updated and revised to accurately reflect the performance of the construction.
9 C. Contractor is responsible for the quality of all submittals in this section meeting the
10 standard of care for the construction industry for similar projects.
11 1.10 DELIVERY, STORAGE, AND I3ANDLING [NOT USED]
12 1.11 �IEI,D [SITE] CONDITIONS [NOT USED]
13 1.12 WARRANTY [NOT USED]
14 PART 2- PRODUCTS. [NOT USED]
15 PART 3- EXECUTION [NOT USED]
16
17
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
18
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537 1 1 0-0202002
Revised July 1, 20ll
013233-1
PRECONSTRUCTION VIDEO
Page 1 of 2
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SECTION 0132 33
PRECONSTRUCTION VIDEO
3 PART1- GENERAL
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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
l. 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
L 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 REQUIl2EMENTS
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 af video upon request by tl�e 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 ASSiJRANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND FIANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 W�1RRAlvTY [NOT USED]
33 PART 2- PRODUCTS [NOT USED]
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
013233-2
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 BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
013300-1
SUBMITTALS
Page 1 of 8
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SECTION 0133 00
SUBMITTALS
A. Section Includes:
1. 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 frorn this City of Fort Worth Standard Specification
1. None.
C. Related Specifcation Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various items bid.
20 No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQUIREMENTS
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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, pr.ioritize and transmit each submittal sufficiently in advance of
performing the related Work or other applicable activities, or within the time
speciiied 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
fl Delivery
g) Similar sequenced activities
c. No extension of time will be authorized because of the Contractor's failure to
transmit submittals sufiiciently in advance of the Work.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
013300-2
SUBMITTALS
Page 2 of 8
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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
1. 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 O1-99 to sequentially number each
initial separate item or drawing submitted under each specific Section number.
c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e.
A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical
submittal number would be as follows:
03 30 00-08-B
1) 03 30 00 is the Specification Section for Concrete
2) 08 is the eighth initial submittal under this Specification Section
3) B is the third submission (second resubmission) of that particular shop
drawing
C. Contractor Certification
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, iield 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'/z inches x 11 inches to 8'/z inches x 11 inches.
2. Bind shop drawings and product data sheets together.
3. Order
a. Cover Sheet
1) Description of Packet
2) Contractor Certification
b. List of items / Table of Contents
c. Product Data /Shop Drawings/Samples /Calculations
E. Submittal Content
1. The date of submission and the dates of any previous submissions
CTI'Y OF FORT WORTH
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO 1-5 37 1 10-0202002
013300-3
SUBMII"TALS
Page 3 of 8
1 2. The Project title and number
2 .3. Contractor identification
3 4. The names of:
4 a. Contractor
5 b. Supplier
6 c, Manufacturer
7 5. Identification of the product, with the Specification Section number, page and
8 paragraph(s)
9 6. Field dimensions, clearly identified as such
10 7. Relation to adjacent or critical features of the Work or materials
11 8. Applicable standards, such as ASTM or Federal Specification numbers
12 9. Identi�cation by highlighting of deviations from Contract Documents
13 10. Identiiication by highlighting of revisions on resubmittals
14 11. An 8-inch x 3-inch blank space for Contractor and City stamps
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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
£ 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
l. 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGOl-537110-0202002
O1 33 00 - 4
SUBMITTALS
Page 4 of 8
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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
1. 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
18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to
19 be fabricated or installed prior to the approval ar qualified approval of such item.
20 1. Fabrication perfornzed, materials purchased or on-site construction accomplished
21 which does not conform to approved shop drawings and data is at the Contractor's
22 risk.
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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
2.
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
Hard Copy Distribution (if required in lieu of electronic distribution)
CITY OF FORT WORTH BRICK PAVEMENT REPAIIZ (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCCTMENTS GG0 1-53 7 1 10-0202002
Revised July 1, 2011
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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 Speciiication Sections.
3. Distribute reproductions of approved shop drawings and copies of approved
product data and samples, where required, to the job site iile 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
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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 fizrnished by the City, except as otherwise
provided herein
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
fuliillment 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.
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.
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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGOI-537110-0202002
013300-6
SUBMITTAL3
Page 6 of 8
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1) 'BXCEPTIONS 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
iinal 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 cornplete 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 inust be
provided thereof to the City at least 7 Working Days prior to release for
manufacture.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICIC PAVEMENT REPAIR (2013-12)
GGO 1-5 37 1 10-0202002
013300-7
SUBMITTALS
Page 7 of 8
1 9. When the shop drawings have been completed to the satisfaction of the City, the
2 Contractor may carry out the construction in accordance therewith and no further
3 changes therein except upon written instructions from the City.
4 10. Each submittal, appropriately coded, will be returned within 30 calendar days
5 following receipt of submittal by the City.
6 L. Mock ups
7 1. Mock Up units as speciiied in individual Sections, include, but are not necessarily
S limited to, complete units of the standard of acceptance for that type of Work to be
9 used on the Project. Remove at the completion of the Work or when directed.
10 M. Qualifications
11 1. If specifically required in other Sections of these Specifications, submit a P.E.
12 Certification for each item required.
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N. Request for Information (RFI)
1. Contractor Request for additional information
a. Clarification or interpretation of the contract documents
b. When the Contractor believes there is a conflict between Contract Documents
c. When the Contractor believes there is a conflict between the Drawings and
Specifications
1) Identify the conflict and request clarification
2. Use the Request for Information (RFn form provided by the City.
3. Numbering of RFI
a. Prefix with "RFI" followed by series number, "-xxx", beginning with "Ol" 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-S37110-0202002
013300-8
SUBMITTALS
Page 8 of 8
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAI. SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND I3ANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARR.ANTY [NOT USED]
9 PART 2- PRODUCTS [NOT USED]
l0 PART 3- EXECUTION [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG0 1-537 1 10-0202002
Revised July I, 2011
013513-1
SPECIAL PROJECT PROCEDURES
Page 1 of 8
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SECTION 013513
SPECIAL PROJECT PROCEDURES
A. Section Includes:
1. The procedures for special project circumstances that includes, but is not limited to:
a. Coordination with the Texas Department of Transportation
b. Work near High Voltage Lines
c. Confined Space Entry Program
d. Air Pollution Watch Days
e. Use of Explosives, Drop Weight, Etc.
£ Water Department Notification
g. Public Notification Priar to Beginning Construction
h. Coordination with United States Army Corps of Engineers
i. Coordination within Railroad permits areas
j. Dust Control
k. Employee Parking
B. Deviations from this City of Fort Worth Standard Specification
l. None.
21 C. Related Speciiication Sections include, but are not necessarily limited to:
22 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
23 2. Division 1— General Requirements
24 3. Section 33 12 25 — Connection to Existing Water Mains
25 1.2 PRICE AND PAYMENT PROCEDURES
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A. Measurement and Payment
1. Coordination within Railroad permit areas
a. Measurement
1) Measurement for this Item will be by lump sum.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for at the lump sum price bid for Railroad Coordination.
c. The price bid shall include:
1) Mobilization
2) Inspection
3) Safety training
4) AdditionalInsurance
5) Insurance Certiiicates
6) Other requirements associated with general coordination wiih Railroad,
including additional employees required to protect the right-of-way and
property of the Railroad from damage arising out of and/or from the
construction of the Project.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised [fi�sert Revision Date]
BRICK PAVEMENT REPAIR (2013-12)
GGO1-53�110-0202002
013513-2
SPECIAL PROJECT PROCEDURES
Page 2 of 8
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2. Railroad Flagmen
a. Measurement
1) Measurement for this Item will be per working day.
b. Payment
1) The work performed and materials furnished in accordance with this Item
will be paid for each working day that Railroad Flagmen are present at the
Site .
c. The price bid shall include:
1) Coordination for scheduling flagmen
2) Flagmen
3) Other requirements associated with Railroad
3. All other items
a. Work associated with these Items is considered subsidiary to the various Items
bid. No separate payment will be allowed for this Item.
15 1.3 REFERENCES
16 A. Reference Standards
17 1. Reference standards cited in this Specification refer to the current reference
18 standard published at the time of the latest revision date logged at the end of this
19 Specification, unless a date is specifically cited.
20 2. North Central Texas Council of Governments (NCTCOG) — Clean Construction
21 Specification
22 1.4 ADMINISTRATIVE REQUIREMENTS
23 A. Coordination with the Texas Department of Transportation
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1. When work in the right-of-way which is under the jurisdiction of the Texas
Department of Transportation (T�OT):
a. Notify the Texas Department of Transportation prior to commencing any work
therein in accordance with the provisions of the permit
b. All work performed in the TxDOT right-of-way shall be performed in
compliance with and subject to approval from the Texas Department of
Transportation
B. Work near High Voltage Lines
l. Warning sign
a. Provide sign of sufficient size meeting all OSHA requirements.
2. Equipment operating within 10 feet of high voltage lines will require the following
safety features
a. Insulating cage-type of guard about the boom or arm
b. Insulator links on the lift hook connections for back hoes or dippers
c. Equipment must meet the safety requirements as set forth by OSHA and the
safety requirements of the owner of the high voltage lines
3. Work within 6 feet of high voltage electric lines
a. Notification shall be given to:
1) The power company (example: ONCOR)
a) Maintain an accurate log of all such calls to power company and record
action taken in each case.
b. Coordination with power company
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS
Revised [Insert Revision Date]
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
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013513-3
SPECIAL PROJECT PROCEDURES
Page 3 of 8
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. Air Pollution Watch Days
1
2.
General
a. Observe the following guidelines relating to working on City construction sites
on days designated as "AIR POLLUTION WATCH DAYS".
b. Typical Ozone Season
1) May 1 through October 31.
c. Critical Emission Time
1) 6:00 a.m. to 10:00 a.m.
Watch Days
a. The Texas Commission on Environmental Quality (TCEQ), in coordination
with the National Weather Service, will issue the Air Pollution Watch by 3:00
p.m. on the afternoon prior to the WATCH day.
b. Requirements
1) Begin work after 10:00 a.m. whenever construction phasing requires the
use of motorized equipment for periods in excess of 1 hour.
2) However, the Contractor may begin work prior to 10:00 a.m. if:
a) Use of motorized equipment is less than 1 hour, or
b) If equipment is new and certified by EPA as "Low Emitting", or
equipment burns Ultra Low Sulfur Diesel (LTLSD), diesel emulsions, or
alternative fuels such as CNG.
E. Use of Explosives, Drop Weight, Etc.
l. 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 notiiication in accordance with Section Ol 31 13
F. 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.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised [I��sert Revision Date]
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
O13513-4
SPECIAL PROJECT PROCEDURES
Page 4 of 8
1 b. If needed, obtain a hydrant water meter from the Water Department for use
2 during the life of named project,
3 c. In the event that a water valve on an existing live system be turned off and on
4 to accommodate the construction of the project is required, coordinate this
5 activity through the appropriate City representative.
6 1) Do not operate water line valves of existing water system.
7 a) Failure to comply will render the Contractor in violation of Texas Penal
8 Code Title 7, Chapter 28.03 (Criminal Mischie� and the Contractor
9 will be prosecuted to the full extent of the law.
10 b) In addition, the Contractor will assume all liabilities and
11 responsibilities as a result of these actions:
12 G. Public Notification Prior to Beginning Construction
13 1. Prior to beginning construction on any block in the project, on a block by block
14 basis, prepare and deliver a notice or flyer of the pending construction to the front
15 door of each residence or business that will be impacted by construction. The notice
16 shall be prepared as follows:
17 a. Post notice or flyer 7 days prior to beginning any construction activity on each
18 block in the project area.
19 1) Prepare flyer on the Contractor's letterhead and include the following
20 information:
21 a) Name of Project
22 b) City Project No (CPI�
23 c) Scope of Project (i.e. type of construction activity)
24 d) Actual construction duration within the block
25 e) Name of the contractor's foreman and phone number
26 fl Name of the City's inspector and phone number
27 g) City's after-hours phone nuinber
28 2) A sample of the `pre-construction notification' flyer is attached as Exhibit
29 A.
30 3) Submit schedule showing the construction start and finish time for each
31 block of the project to the inspector.
32 4) Deliver flyer to the City Inspector for review prior to distribution.
33 b. No construction will be allowed to begin on any block until the flyer is
34 delivered to all residents of the block.
35 H. Public Notification of Temporary Water Service Interruption during Construction
36 1. In the event it becomes necessary to temporarily shut down water service to
37 residents or businesses during constnzction, prepare and deliver a notice or flyer of
38 the pending interruption to the front door of each affected resident.
39
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43
44
45
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48
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
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-53 7 1 1 0-0202002
Revised [Insert Revision Date�
013513-5
SPECIAL PROJECT PROCEDURES
Page 5 of 8
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c.
d.
e.
f.
6) Name of the City's inspector and phone number
A sample of the temporary water service interruption notification is attached as
E�ibit B.
Deliver a copy of the temporary interruption notification to the City inspector
for review prior to being distributed.
No interruption of water service can occur until the flyer has been delivered to
all affected residents and businesses.
Electronic versions of the sample flyers can be obtained from the Project
Construction Inspector.
I. Coordination with United States Army Corps of Engineers (USACE)
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.
J. Coordination within Railroad Permit Areas
1. At locations in the project where construction activities occur in areas where
railroad permits are required, meet all requirements set forth in each designated
railroad permit. This includes, but is not limited to, provisions for:
a. Flagmen
b. Inspectors
c. Safety training
d. Additional insurance
e. Insurance certificates
£ Other employees required to protect the right-of-way and property of the
Railroad Company from damage arising out of and/or from the construction of
the project. Proper utility clearance procedures shall be used in accordance
with the permit guidelines.
2, Obtain any supplemental information needed to comply with the railroad's
requirements.
3. Railroad Flagmen
a. Submit receipts to City for verification of working days that railroad flagmen
were personnel were present on Site.
K. Dust Control
1. Use acceptable measures to control dust at the Site.
a. If water is used to control dust, capture and properly dispose of waste water.
b. If wet saw cutting is performed, capture and properly dispose of slurry.
L. Employee Parking
1. Provide parking for employees at locations approved by the City.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3
Revised [Insert Revision Date]
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
013513-6
SPECIAL PROJECT PROCEDURES
Page 6 of 8
1 1.5 SUBMITTALS [NOT USED]
2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
3 1.7 CLOSEOUT SUBMITTALS [NOT USED]
4 1.8 MAINTENANCE MATERIAI.� SUBMITTALS [NOT USED]
5 1.9 QUALITY ASSURANCE [NOT USED]
6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
7 1.11 FIELD [SITE] CONDITIONS [NOT USED]
8 1.12 WARI2ANTY [NOT USED]
9 PART 2- PRODUCT5 [NOT USED]
10 PART 3- EXECUTION [NOT U5ED]
il
12
END Or SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
July 2011
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537ll0-0202002
Revised [Insert Revision Date]
013513-7
SPECIAL PROJECT PROCEDURES
Page 7 of 8
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Date:
CPN No.:
Project Name:
Mapsco Location:
Limits of Construction:
EXHIBIT A
(To be printed on Contractor's Letterhead)
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 [I�isert Revision Date]
BRICK PAVEMENT REPAIlZ (2013-12)
GG0 1-5 37 1 10-0202002
013513-8
SPECIAL PROJECT PROCEDURES
Page 8 of 8
1
2
���/ �� � i -_ _�. i
FORT WORTH
DMe:
DOE MO. XXXX
Project Name:
tIOTICE OF ?EMPORARY WATER SERVICE
IPiTERRLiPTIOI�I
DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGIiBORFI00D, YOUR
WATER SERVICE WILL BE INTERRUPTED ON
BETWEEN THE HOURS OF AND
IF YOU FTAVE QiTESTIONS ABOUT THIS SHUT-OUT, PLEASE CALL:
MR. AT
(CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER)
�
MR. AT
(CITY INSPECTOR) (TELEPHONE NUMBER)
THIS INCONVENI�NCE WILL BE AS SHORT AS POSSIBLE.
THANK YOU,
CONTRACTOR
3
4
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised [Insert Revision Date]
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
014523-I
TESTING AND INSPECTION SERVICES
Page 1 of 2
1
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3 PARTl- GENERAL
4 1.1 SUMMARY
5
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SECTION O1 45 23
TESTING AND INSPECTION SERVICES
A. Section Includes:
1. Testing and inspection services procedures and coordination
B. Deviations from this City of Fort Worth Standard Specification
l. 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 PR.ICE AND PAYMENT PROCEDURES
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25 1.3
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.
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.
REFERENCES [NOT USED]
26 1.4 ADMINISTRATIVE REQUIREMENTS
27
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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, sufiiciently
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) Coniu-m development of Project directory for electronic submittals to be
uploaded to City's Buzzsaw site, or another external FTP site approved by
the City.
CITY OF FORT WORTH BRICK PAVEMENT REPAII2 (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
014523-2
TESTING AND INSPECTION SERVICES
Page 2 of 2
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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
15 B. Inspection
16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to
17 perform work in accordance with the Contract Documents.
18 1.5 SUBMITTALS [NOT USED]
19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
20 1.7 CLOSEOUT SUBMITTALS [NOT USED]
21 1.8 MAINTENANCE MATERIAI. SUBMITTALS [NOT USED]
22 1.9 QUALITY ASSUItANCE [NOT USED]
23 1.10 DELIVERY, STORAGE, AND IiANDLING [NOT USED]
24
25
26
27
28
29
1.11 FIELD [SITE] CONDITIONS [NOT USED]
112 WAR1tANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
PART 3 - EXECUTION [NOT USEDj
END OF S�CTION
Revision Log
DATE NAME SUMMARY OF CHANGE
30
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
ols000-i
TEMPORARY FACILITIES AND CONTROLS
Page 1 of 4
i SECTION 0150 00
2 TEMPORARY FACILITIES t�ND CONTROLS
3 PART1- GENERAL
4 l.l SLTMMARY
5 A. Section Includes:
6 1. Provide temporary facilities and controls needed for the Work including, but not
7 necessarily limited to:
8 a. Temporary utilities
9 b. Sanitary facilities
10 c. Storage Sheds and Buildings
11 d. Dust control
12 e. Temporary fencing of the construction site
13 B. Deviations from this City of Fort Worth Standard Specification
14 1. None.
15 C. Related Specification Sections include, but are not necessarily limited to:
16 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
17 2. Division 1— General Requirements
18 1.2 PRICE AND PAYMENT PROCEDURES
19 A. Measurement and Payment
20 1. Work associated with this Item is considered subsidiary to the various Items bid.
21 No separate payment will be allowed for this Item.
22 1.3 REFERENCES [NOT USED]
23 1.4 ADMINISTRATIVE REQUIREMENTS
24
25
26
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28
29
30
31
32
33
34
35
36
37
38
39
40
A. Temporary Utilities
1. 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 BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENTS GGO1-537110-0202002
Revised July l, 2011
ois000-a
TEMPORARY FACILITIES AND CONTROLS
Page 2 of 4
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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 wark or furnishing services at Site.
5. 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 ac.cess 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.
42 D. Temporary Fencing
43 1. Provide and maintain for the duration or construction when required in contract
44 documents
45 E. Dust Control
CITY OF FORT WORTH
STANDARD GONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIIZ (2013-12)
GGO1-537110-0202002
1
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015000-3
TEMPORARY FACILITIES AND CONTROLS
Page 3 of 4
1. Contractor is responsible for maintaining dust control through the duration of the
proj ect.
a. Contractor remains on-call at all times
b. Must respond in a timely manner
F. Temporary Protection of Construction
l. 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 U5ED]
1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WAIEtRANTY [NOT USED]
PART 2 - PRODUCTS [NOT USED]
17 PART 3- EXECUTION [NOT USED]
18 3.1 INSTALLERS [NOT USED]
19 3.2 EXAMINATION [NOT USED]
20 3.3 PREPARATION [NOT USED]
21 3.4 INSTALLATION
22 A. Temporary Facilities
23 1. Maintain all temporary facilities for duration of construction activities as needed.
24 3.5 [REPAIR] / [RESTORATION]
25 3.6 RE-INSTALLATION
26 3.7 FIELD [ou) SITE QUALITY CONTROL [NOT USED]
27 3.8 SYSTEM STARTUP [NOT USED]
28 3.9 ADJUSTING [NOT USED]
29 3.10 CLEANING [NOT USED]
30 3.11 CLOSEOUT ACTIVITIES
31 A. Temporary Facilities
CTI'Y OF FORT WORTH BRICK PAVEMENT REPAIIt (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July l, 2011
015000-4
TEMPORARY FACILITIES AND CONTROLS
Page 4 of 4
1 1. Remove all temporary facilities and restore area after completion of the Work, to a
2 condition equal to or better than prior to start of Work.
3 3.12 PROTECTION [NOT USED]
4 3.13 MAINTENANCE [NOT USED]
5 3.14 ATTACI�MENTS [NOT USED]
6 END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
O1 55 26 - 1
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 1 of 3
1
2
SECTION Ol 55 26
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
3 PART1- GENERAL
4 1.1 SUMMARY
5
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16 1.2
17
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20 1.3
21
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A. Section Includes:
1. Administrative procedures for:
a. Street Use Permit
b. Modification of approved traffic control
c. Removal of Street Signs
B. Deviations from this City of Fort Worth Standard Specification
1. None.
C. Related Speciiication Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
3. Section 34 71 13 — Traffic Control
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.
REFERENCES
A. Reference Standards
l. Reference standards cited in this specification refer to the current reference standard
published at the time of the latest revision date logged at the end of this
specification, unless a date is specifically cited.
2. Texas Manual on Uniform Traffic Control Devices (TMUTCD).
26 1.4 ADMINI5TRATIVE REQUIltEMENTS
27 A. Traffic Control
28 1. General
29 a. When traffic control plans are included in the Drawings, provide Trafiic
30 Control in accordance with Drawings and Section 34 71 13.
31 b. When traffic control plans are not included in the Drawings, prepare trafiic
32 control plans in accordance with Section 34 71 13 and submit to City for
33 review.
34 1) Allow minimum 10 working days for review of proposed Traffic Control.
35 B. Street Use Permit
36 1. Prior to installation of Traf�c Control, a City Street Use Permit is required.
37 a. To obtain Street Use Permit, submit Traffic Control Plans to City
38 Transportation and Public Works Department.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCtIMENTS GGO1-537110-0202002
Revised July 1, 2011
015526-2
STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL
Page 2 of 3
1
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1) Allow a minimum of 5 working days for permit review.
2) Contractor's responsibility to coordinate review of Traffic Control plans for
Street Use Pernut, such that construction is not delayed.
4 C. Modification to Approved Trafiic Control
5 1. Prior to installation traffic control:
6 a. Submit revised trafiic control plans to City Department Transportation and
7 Public Works Department.
8 1) Revise Traffic Control plans in accordance with Section 34 71 13.
9 2) Allow minimum 5 working days for review of revised Trafiic Control.
10 3) It is the Contractor's responsibility to coordinate review of Traffic Control
11 plans for Street Use Permit, such that construction is not delayed.
12 D. Removal of Street Sign
13 1. If it is determined that a street sign must be removed for construction, then contact
14 City Transportation and Public Works Department, Signs and Markings Division to
15 remove the sign.
16
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21
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25
E. Temporary Signage
1. In the case of regulatory signs, replace permanent sign with temporary sign meeting
requirements of the latest edition of the Texas Manual on Uniform Traffic Control
Devices (MUTCD).
2. Install temporary sign before the removal of permanent sign.
3. When construction is complete, to the extent that the permanent sign can be
reinstalled, contact the City Transportation and Public Works Department, Signs
and Markings Division, to reinstall the permanent sign.
F. Traffic Control Standards
1. Trafiic Control Standards can be found on the City's Buzzsaw website.
26 1.5 SUBMITTALS [NOT USED]
27 1.6 ACTION SUBMITTALS/INI+ ORMATIONAL SUBMITTALS [NOT USED]
28 1.7 CLOSEOUT SUBMITTALS [NOT US�D]
29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
30 1.9 QUALITY ASSURAIVCE [NOT USED]
31 1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
32
33
111 FIELD (SITE] CONDITIONS [NOT US�D]
1.12 WA121tA1VTY [NOT USED]
34 PART 2- PRODUCTS [NOT USED]
35 PART 3- EXECUTION [NOT USED]
�
END OF SECTION
CTTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS GG0 1-53 7 1 10-0202002
Revised July 1, 2011
015526-3
STREET USE PERMIT AND MODIFICATIONS TO TR AFFIC CONTROL
Page 3 of 3
1
2
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
015713-1
STORM WATER POLLUTION PREVENTION
Page 1 of 3
i
2
SECTION Ol 57 13
STORM WATER POLLUTION PREVENTION
3 PART1- GENERAL
4 1.1 SUMMARY
5 A. Section Includes:
6 l. Procedures for Storm Water Pollution Prevention Plans
7 B. Deviations from this City of Fort Worth Standard Speciiication
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
11 Contract
12 2. Division 1— General Requirements
13 3. Section 31 25 00 — Erosion and Sediment Control
14 1.2 PRICE AND PAYMENT PROCEDUIt�5
15
16
17
18
19
20
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 Iteins
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 31 25 00.
F����� �1� �;� �]�t�1�.�
22 A. Abbreviations and Acronyms
23 1. Notice of Intent: NOI
24 2. Notice of Termination; NOT
25 3. Storm Water Pollution Prevention Plan: SWPPP
26 4. Texas Commission on Environmental Quality: TCEQ
27 5. Notice of Change: NOC
28
29
30
31
32
33
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
34 1.4 ADMINISTRATIVE REQUIREMENTS
35 A. General
36 1. Contractor is responsible for resolution and payment of any fines issued associated
37 with compliance to Stormwater Pollution Prevention Plan.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-537110-0202002
Revised July l, 2011
01 57 13 - 2
STORM WATER POLLUTION PREVENTION
Page 2 of 3
B. Construction Activities resulting in:
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1. Less than 1 acre of disturbance
a. Provide erosion and sediment control in accordance with Section 31 25 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 31 25 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 31 25 00 �
b) The Drawings
c) TXR150000 General Permit
d) SWPPP
e) TCEQ requirements
4) Once the proj ect 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.
40 1.5 SUEMITTALS
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44
45
46
47
� _ . ...
1. Submit in accordance with Section O1 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
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
01 57 13 - 3
STORM WATER POLLUTION PREVENTION
Page 3 of 3
1 B. Modified SWPPP
2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City
3 in accordance with Section O1 33 00.
4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT U5ED]
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAINTENANCE MATER.IAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSURANCE [NOT USED]
8 110 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
9 l.11 FIELD [SITE] CONDITIONS [NOT USED]
10 1.12 WA.RRANTY [NOT US�D]
11 PART 2- PRODUCTS [NOT USED]
12 PART 3- EXECUTION [NOT USED]
13
14
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
15
CiTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-5 3 7 1 1 0-0202002
Revised July I, 2011
015813-1
TEMPORARY PROJECT SIGNAGE
Page 1 of 3
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3 PART1- GENERAL
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SECTION O1 58 13
TEMPORARY PROJECT SIGNAGE
l.l SLTMMARY
A. Section Includes:
1. Temporary Project Signage Requirements
B. Deviations from this City of Fort Worth Standard Specification
l. 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 PROCEDUItES
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 ADMINISTR.ATIVE REQUIl2EMENTS [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
27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS
29 A. Design Criteria
30 l. Provide free standing Project Designation Sign in accordance with City's Standard
31 Details for project signs.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-537110-0202002
Revised July 1, 2011
O15813-2
TEMPORARY PROJECT SIGNAGE
Page 2 of 3
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B. Materials
l. Sign
a. Constructed of 3/-inch fir plywood, grade A-C (exterior) or better
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
6 PART 3 - EXECUTION
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30
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 REPAII2 / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [oa] 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
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIIZ (2013-12)
GGO1-537110-0202002
0
015813-3
TEMPORARY PROJECT SIGNAGE
Page 3 of 3
Revision Log
DATE NAME SUMMARY OF CHANGE
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-53"7110-0202002
Revised July 1, 2011
016000-1
PRODUCT REQUIREMENTS
Page 1 of 2
1
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3 PART1- GENERAL
4 1.1 SUMMA.RY
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12 1.2
SECTION Ol 60 00
PRODUCT REQUIREMENTS
A. Section Includes:
1. A listing of the approved products for use in the City
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
PRICE AND PAYMENT PROCEDURES [NOT USED]
13 1.3 REFERENCES [NOT US�D]
14 1.4 ADMINISTRATIVE REQUIREMENTS
15 A. A list of City approved products for use is attached to this Section.
16 B. Only products speciiically included on City's Standard Product List in these Contract
17 Documents shall be allowed for use on the Project.
18 1. Any subsequently approved products will only be allowed for use upon specific
19 approval by the City.
20 C. Any specific product requirements in the Contract Documents supersede similar
21 products included on the City's Standard Product List.
22 1. The City reserves the right to not allow products to be used for certain projects even
23 though the product is listed on the City's Standard Product List.
24 D. Although a specific product is included on City's Standard Product List, not all
25 products from that manufacturer are approved for use, including but not limited to, that
26 manufacturer's standard product.
27 E. See Section O1 33 00 for submittal requirements of Product Data included on City's
28 Standard Product List.
29 1.5 SUBMITTALS [NOT USED]
30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
31 1.7 CLOSEOUT SUBMITTALS [NOT USED]
32 1.8 MAINTENANCE MATERIAL SUBMITTAL5 [NOT USED]
33 1.9 QUALITY ASSUI2ANCE [NOT USED]
34 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
CTTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCCJMENTS GGOI-5 37 1 10-0202002
Revised July 1, 2011
016000-2
PRODUCT REQUIREMENTS
Page 2 of 2
i l.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WA�I2RANTY [NOT USED)
3 PART 2- PRODUCTS [NOT USED]
4 PART 3- EXECUTION [NOT USED]
5 END OF SECTION
6
7
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-53 7 1 1 0-0202002
Revised July 1, 201 I �
017423-1
CLEANING
Page 1 of 4
1
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4 1.1 SITNIIVIARY
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SECTION O1 74 23
CLEANING
A. Section Includes:
1. Intermediate and imal cleaning for Work not including special cleaning of closed
systems specified elsewhere
B. Deviations from this City of Fort Worth Standard Speciiication
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 PAYM�NT PROCEDUI2ES
15 A. Measurement and Payment
16 1. Work associated with this Item is considered subsidiary to the various Items bid.
17 No separate payment will be allowed for this Itein.
18 1.3 ItEFERENCES [NOT USED]
19 1.4 ADMINISTRATIVE REQUIREMENTS
20 A. Scheduling
21 1. Schedule cleaning operations so that dust and other contaminants disturbed by
22 cleaning process will not fall on newly painted surfaces.
23 2. Schedule final cleaning upon completion of Work and inunediately prior to final
24 inspection.
25 1.5 SUBMITTALS [NOT U5ED]
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERiAL SUBMITTALS [NOT USED]
29
30
31
32
33
1.9 QUALITY ASSUItANCE [NOT USED]
1.10 STORAGE, AND IIANDLING
A. Storage and Handling Requirements
1. Store cleaning products and cleaning wastes in containers specifically designed for
those materials.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCL7MENTS GGO1-537110-0202002
Revised July 1, 2011
1 1.11 FIELD [SITE] CONDITIONS [NOT USED]
2 1.12 WARRANTY [NOT USED]
3 PART 2 - PRODUCTS
4 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED]
5 2.2 MATERIALS
6 A. Cleaning Agents
7 1. Compatible with surface being cleaned
8 2. New and uncontaminated
9 3. For manufactured surfaces
10 a. Material recommended by manufacturer
11 2.3 ACCESSORIES [NOT USED]
12 2.4 SOURCE QUALITY CONTROL [NOT USED]
13 PART 3 - EXECUTION
01 74 23 - 2
CLEANING
Page 2 of 4
14 3.1 INSTALLERS [NOT USED]
15 3.2 EXAMINATION [NOT USED]
16 3.3 PREPAI2ATION [NOT USED]
17 3.4 APPLICATION [NOT USED]
18 3.5 REPAIR / RESTORATION [NOT USED]
19 3.6 RE-INSTALLATION [NOT USED]
20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
21 3.8 SYSTEM STARTUP [NOT USED]
22 3.9 ADJUSTING [NOT USED]
23 3.10 CLEANING
24 A. General
25 1. Prevent accumulation of wastes that create hazardous conditions.
26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of
27 governing authorities.
28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in
29 storm or sanitary drains or sewers.
30 4. Dispose of degradable debris at an approved solid waste disposal site.
31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an
32 alternate manner approved by City and regulatory agencies.
CTI'Y OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GG0 1-53 7 1 1 0-0202002
Revised July 1, 2011
017423-3
CLEANING
Page 3 of 4
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8.
9.
10
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.
Remove all signs of temporary construction and activities incidental to construction
of required permanent Work.
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.
Do not burn on-site.
B. Intermediate Cleaning during Construction
1
2
3
Q
5
Keep Work areas clean so as not to hinder health, safety or convenience of
personnel in existing facility operations.
At maximum weekly intervals, dispose of waste inaterials, debris and rubbish.
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
Vacuum clean interior areas when ready to receive finish painting.
a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance.
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, fmgerprints, labels and other
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 ofiice and control room floors.
D. Exterior (Site or Right of Way) Final Cleaning
36 1. Remove trash and debris containers from site:
37 a. Re-seed areas disturbed by location of trash and debris containers in accordance
38 with Section 32 92 13.
39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object
40 that may hinder or disrupt the flow of traffic along the roadway.
41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures,
42 junction boxes and inlets.
CTI'Y OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOI-537ll0-0202002
Revised July I, 2011
01 74 23 - 4
CLEANING
j Page 4 of 4
1 4. If no longer required for maintenance of erosion facilities, and upon approval by
2 City, remove erosion control from site.
3 5. Clean signs, lights, signals, etc.
4 311 CLOSEOUT ACTIVITIES [NOT USED]
5 3.12 PROTECTION [NOT USED]
6 3.13 MAINTENANCE [NOT USED]
' 7 3.14 ATTACHMENTS [NOT USED]
g END OF SECTION
�
10
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3 GGO1-537110-0202002
Revised July 1, 2011
017719-1
CLOSEOUT REQUIREMENTS
Page 1 of 3
i
2
3 PART 1 =' GENERAL
SECTION O1 7719
CLOSEOUT REQUIIZEMENTS
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
10
11
12 1.2
C. Related Specification Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
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 far 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 fnal 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.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOC[JMENTS GGOl-5 37 1 1 0-0202002
Revised July 1, 2011
017719-2
CLOSEOUT REQUIKEMENTS
Page 2 of 3
1
2
1.6 INFORMATIONAL SUBMITTALS [NOT USED]
1.7 CLOSEOUT SUBMITTALS [NOT USED]
3 PART 2- PRODUCTS [NOT USED)
4 PART 3 - EXECUTION
5 3.1 INSTALLERS [NOT USED]
6 3.2 EXAMINATION [NOT USED]
7 3.3 PREPARATION [NOT USED]
8 3.4 CLOSEOUT PROCEDURE
9
10
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12
13
14
15
16
17
18
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21
22
23
24
25
26
27
28
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32
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34
35
36
37
38
39
A. Prior to requesting Final Inspection, submit:
1. Project Record Documents in accordance with Section Ol 78 39
2. Operation and Maintenance Data, if required, in accordance with Section O l 78 23
B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section
O1 74 23.
C. Finallnspection
l. After final cleaning, provide notice to the City Project Representative that the Work
is completed.
a. The City will make an initial Final Inspection with the Contractor present.
b. Upon completion of this inspection, the City will notify the Contractor, in
writing within 10 business days, of any particulars in which this inspection
reveals that the Work is defective or incomplete.
2. Upon receiving written notice from the City, immediately undertake the Work
required to remedy deficiencies and complete the Work to the satisfaction of the
City.
3. Upon completion of Work associated with the items listed in the City's written
notice, inform the City, that the required Work has been completed. Upon receipt
of this notice, the City, in the presence of the Contractor, will make a subsequent
Final Inspection of the project.
4. Provide all special accessories required to place each item of equipment in full
operation. These special accessory items include, but are not limited to:
a. Speciiied spare parts
b. Adequate oil and grease as required for the first lubrication of the equipment
c. Initial fill up of all chemical tanks and fuel tanks
d. Light bulbs
e. Fuses
f. Vault keys
g. Handwheels
h. Other expendable items as required for initial start-up and operation of all
equipinent
D. Notice of Project Completion
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
017719-3
CLOSEOUT REQUIIZEMENTS
Page 3 of 3
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17 3.5
3.10 CLEANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
3.12 PROTECTION [NOT USED]
3.13 MAINTENANCE [NOT USED]
3.14 ATTACHMENTS [NOT USED]
18 3.6 RE-INSTALLATION [NOT USED]
19 3.7 FIELD (ox] SITE QUALITY CONTROL [NOT USED]
20 3.8 SYST�M STARTUP [NOT USED]
21 3.9 ADJUSTING [NOT USED]
22
23
24
25
26
27
28
1. Once the City Proj ect Representative finds the Work subsequent to Final Inspection
to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet).
E. Supporting Documentation
1. Coordinate with the City Project Representative to complete the following
additional forms:
a. Final Payment Request
b. Statement of Contract Time
c. Affidavit of Payment and Release of Liens
d. Consent of Surety to Final Payment
e. Pipe Report (if required)
£ Contractor's Evaluation of City
g. Performance Evaluation of Contractor
F. Letter of Final Acceptance
1. Upon review and acceptance of Notice of Project Completion and Supporting
Documentation, in accordance with General Conditions, City will issue Letter of
Final Acceptance and release the Final Payment Request for payment.
REPAIl2 / RESTORATION [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
29
CITY OF FORT WORTH BRICK PAVEMENT REPAIIZ (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-53 7 1 10-0202002
Revised July 1, 2011
017839-1
PRO7ECT RECORD DOCUMENTS
Page 1 of 4
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PART1- GENERAL
1.1 SUMMARY
SECTION O1 78 39
PROJECT RECORD DOCUMENTS
A. Section Includes:
l. 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 froin this City of Fort Worth Standard Specification
l. 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 PROCEDUI2ES
18 A. Measurement and Payment
19 1. Work associated with this Item is considered subsidiary to the various Items bid.
2� No separate payment will be allowed for this Item.
21 1.3 REFERENCES [NOT USED]
22 1.4 ADMINISTRATIVE REQLlIl2EMENTS [NOT USED]
23 1.5 SUBMITTALS
24 A. Prior to submitting a request for Final Inspection, deliver Proj ect Record Documents to
25 City's Project Representative.
26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
27 1.7 CLOSEOUT SUBMITTALS [NOT USED]
28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED]
29
30
31
32
33
34
35
36
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 pocuments 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 obfained from the approved Project
Record Documents.
CTTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
017839-2
PROJECT RECORD DOCUMENTS
Page 2 of 4
1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of
2 information that the change has occurred.
3 4. Provide factual information regarding all aspects of the Work, both concealed and
4 visible, to enable future modiiication of the Work to proceed without lengthy and
5 expensive site measurement, investigation and examination.
6 1.10 STORAGE AND I�ANDLING
7 A. Storage and Handling Requirements
8 1. Maintain the job set of Record Documents completely protected from deterioration
9 and from loss and damage until completion of the Work and transfer of all recorded
10 data to the final Project Record Documents.
11 2. In the event of loss of recorded data, use means necessary to again secure the data
12 to the City's approval.
13 a. In such case, provide replacements to the standards originally required by the
14 Contract Documents.
15 1.11 I'IELD [SITE] CONDITIONS [NOT USED]
16 1.12 WARRANTY [NOT US�D]
17 PART 2 - PRODUCTS
18 2.1 OWNER-FUI2NISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
19
20
21
22
23
24
25
26
27
2.2 RECORD DOCUMENTS
A. Job set
1, Prornptly 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]
28 PART 3 - EXECUTION
29 3.1 INSTALLERS [NOT USED]
30
31
32
33
34
35
3.2 EXAMINATION [NOT USED]
3.3 PREPAItATION [NOT USED]
3.4 MAINTENANCE DOCUMENTS
A. Maintenance of Job Set
l. Immediately upon receipt of the job set, identify each of the Documents with the
title, "RECORD DOCLTMENTS - JOB SET".
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 20ll
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
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017839-3
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 iinal 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 O1 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 graphi� line and notP 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 to the
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 to the
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
1. 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.
CPI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
01 78 39 - 4
PROJECT RECORD DOCUMENTS
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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 pocuments
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 iJSFi�]
3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
3.8 SYSTEM STARTUP [NOT USED]
3.9 ADJUSTING [NOT US�D]
3.10 CLEANING [NOT US�D]
3.11 CLOSEOUT ACTIVITIES [NOT USED]
312 PROTECTION [NOT USED]
3.13 MAINTENANCE (NOT USED]
3.14 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
26
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS
Revised July I, 2011
BRICK PAVEMENT REPAIIZ (2013-12)
GGO1-537110-0202002
02 41 15 - 1
PAVING REMOVAL
Page 1 of 6
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SECTION 02 41 15
PAVING REMOVAL
A. Section Includes
1. Removing concrete paving, CONCRETE BASE, asphalt paving and brick paving.
2. Removing concrete curb and gutter.
3. Removing concrete valley gutter.
4. Milling roadway paving.
5. Pulverization of existing pavement.
6. Disposal of removed materials.
B. Deviations from City of Fort Worth Standards
16 C. Related Speciiication Sections include but are not necessarily limited to
17 1. Division 0- Bidding Requirements, Contract Forms, and Conditions of the
18 Contract.
19 2. Division 1- General Requirements
20 3. Section 32 11 33 - Cement Treated Base Course
21 1.2 PRICE AND PAYMENT PROCEDUItES
22 A. Measurement and Payment
23 1. Measurement
24 a. Remove Concrete Paving AND CONCRETE BASE: measure by the square
25 yard � „ri. �,.,,.�. +,. �..,,.i. „�,,..,.�.�
26 b. Remove Asphalt Paving: measure by the square yard between the lips of
27 gutters.
28 c. Remove Brick Paving: measure by the square yard.
29 d. Remove Concrete Curb and Gutter: measure by the linear foot.
30 e. Remove Concrete Valley Gutter: measure by the square yard
31 f. Wedge Milling: measure by the square yard for varying thickness.
32 g. Surface Milling: measure by the square yard for varying thickness.
33 h. Butt Milling: measured by the linear foot.
34 i. Pavement Pulverization: measure by the square yard.
35 j. Remove Speed Cushion: measure by each.
36 2. Payment
37 a. Remove Concrete Paving AND CONCRETE BASE: full compensation for saw
38 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals
39 needed to execute work.
40 b. Remove Asphalt Paving: full compensation for saw cutting, removal, hauling,
41 disposal, tools, equipment, labor and incidentals needed to execute work.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-53'7110-0202002
Revised July 1, 2011
024115-2
PAVING REMOVAL
Page 2 of 6
i c. Remove Brick Paving: full compensation for saw cutting, removal, salvaging,
2 cleaning, hauling, disposal, tools, equipinent, labor and incidentals needed to
3 execute work.
4 d. Remove Concrete Curb and Gutter: full compensation for saw cutting, removal,
5 hauling, disposal, tools, equipment, labor and incidentals needed to execute
6 work.
7 e. Remove Concrete Valley Gutter: full compensation for saw cutting, removal,
8 hauling, disposal, tools, equipment, labor and incidentals needed to execute
9 work.
10 f. Wedge Milling: full compensation for all milling, hauling milled material to
11 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
12 to execute the work.
13 g. Surface Milling: full compensation for all milling, hauling milled material to
14 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
15 to execute the work.
16 h. Butt Milling: full compensation for all milling, hauling milled material to
17 salvage stockpile or disposal, tools, labor, equipment and incidentals necessary
18 to execute the work.
19 i. Pavement Pulverization: full compensation for all labor, material, equipment,
20 tools and incidentals necessary to pulverize, remove and store the pulverized
21 material, undercut the base, mixing, compaction, haul off, sweep, and dispose
22 of the undercut material.
23 j. Remove speed cushion: full compensation for removal, hauling, disposal,
24 tools, equipment, labor, and incidentals needed to execute the work.
25 k. No payment for saw cutting of pavement or curbs and gutters will be made
26 under this section. Include cost of such work in unit prices for items listed in
27 bid form requiring saw cutting.
28 1. No payment will be made for work outside maximum payment limits indicated
29 on plans, or for pavements or structures removed for CONTRACTOR's
30 convenience.
31 1.3 REFEItENCES
32 A. ASTM International (ASTM):
33 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of
34 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3))
CTTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-537 1 1 0-0202002
Revised July i, 2011
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024115-3
PAVING REMOVAL
Page 3 of 6
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 MATERIAI. SUBMITTALS [NOT USED)
1.9 QUALITY ASSURANCE [NOT USED]
1.10 DELIVERY, STORAGE, AND IIANDLING [NOT USED]
l.11 FIELD CONDITIONS [NOT USED]
1.12 WA.RRANTY [NOT USED]
10 PART 2 - PRODUCTS
11 2.1 OWNER-FURNISHED PRODUCTS [I�tOT ITSED]
12 2.2 EQUII'MENT [NOT USED]
13 2.3 ACCESSORIES [NOT USED]
14 2.4 SOURCE QUALITY CONTROL [NOT USED]
15 PART 3 - EXECUTION
16 3.1 EXAMINATION [NOT USED)
17 3.2 INSTALLERS [NOT USED)
18 3.3 PREPARATION
19 A. General:
20 1. Mark paving removal limits for City approval prior to beginning removal.
21 2. Identify known utilities below grade - Stake and flag locations.
22 3.4 PAVEMENT REMOVAL
23 A. General.
24 1. Exercise caution to minimize damage to underground utilities.
25 2. Minimize amount of earth removed.
26 3. Remove paving to neatly sawed joints.
27 4. Use care to prevent fracturing adjacent, existing pavement.
28 B. Sawing
29 1. Sawing Equipment.
30 a. Power-driven.
31 b. Manufactured for the purpose of sawing pavement.
32 c. In good operating condition.
33 d. Shall not spall or fracture the pavement structure adjacent to the removal area.
34 2. Sawcut perpendicular to the surface to full pavement depth, parallel and
35 perpendicular to existing joint.
36 3. Sawcut parallel to the original sawcut in square or rectangular fashion.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGOl-53�110-0202002
Revised July 1, 2011
02 41 15 - 4
PAVING REMOVAL
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4. If a sawcut falls within 5 feet of an en existing duminy joint, construction joint, saw
joint, cold joint, expansion joint, edge of paving or gutter lip, remove paving to that
joint, edge or lip.
5. If a pavement edge of a cut is damaged subsequent to saw cutting, saw to a new,
neat, straight line for the purpose of removing the damaged area.
C. Remove Concrete Paving, CONCRETE BASE and Concrete Valley Gutter
1. Sawcut: See 3.4.B.
2. Remove concrete to the nearest expansion joint or vertical saw cut.
D. Remove Concrete Curb and Gutter
1. Sawcut: See 3.4.B.
2. Minimum limits of removal: 30 inches in length.
E. Remove Asphalt Paving
1. Sawcut: See 3.4.B,
2. Remove pavement without disturbing the base material.
3. When shown on the plans or as directed, stockpile materials designated as
salvageable at designated sites.
4. Prepare stockpile area by removing vegetation and trash and by providing for
proper drainage.
F. Milling
1. General:
a. Mill surfaces to the depth shown in the plans or as directed.
b. Do not damage or disfigure adjacent work or existing surface improvements.
c. If milling exposes smooth underlying pavement surfaces, mill the smooth
surface to make rough.
d. Provide safe temporary transition where vehicles or pedestrians must pass over
the milled edges.
e. Remove excess material and clean milled surfaces.
£ Stockpiling of planed material will not be permitted within the right of way
unless approved by the City.
g. If the existing base is brick and cannot be milled, remove a 5 foot width of the
existing brick base. See 3.3.G. for brick paving removal.
2. Milling Equipment
a. Power operated milling machine capable of removing, in one pass or two
passes, the necessary pavement thickness in a five-foot minimum width.
b. Self-propelled with sufficient power, traction and stability to maintain accurate
depth of cut and slope.
c. Equipped with an integral loading and reclaiming means to immediately
remove material cut from the surface of the roadway and discharge the cuttings
into a truck, all in one operation.
d. Equipped with means to control dust created by the cutting action.
e. Equipped with a manual system providing for uniformly varying the depth of
cut while the machine is in motion making it possible to cut flush to all inlets,
manholes, or other obstructions within the paved area.
£ Variable Speed in order to leave the specified grid pattern.
g. Equipped to minimize air pollution.
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
024115-5
PAVING REMOVAL
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3. Wedge Milling and Surface Milling
a. Wedge Mill existing asphalt, concrete or brick pavement from the lip of gutter
at a depth of 2 inches and transitioning to match the existing pavement (0-inch
cut) at a minimum width of 5 feet.
b. Surface Mill existing asphalt pavement to the depth speciiied,
c. Provide a milled surface that provides a uniform surface free from gouges,
ridges, oil film, and other imperfections of workmanship with a uniform
textured appearance.
d. In all situations where the existing H.M.A.C. surface contacts the curb face, the
wedge milling includes the removal of the existing asphalt covering the gutter
up to and along the face of curb.
e. Perform wedge or surface milling operation in a continuous manner along both
sides of the street or as directed.
4. Butt Joint Milling
a. Mill butt joints into the existing surface, in association with the wedge milling
operation.
b. Butt joint will provide a full width transition section and a constant depth at the
point where the new overlay is terminated.
c. Typical locations for butt joints are at all beginning and ending points of streets
where paving material is removed. Prior to the milling of the butt joints,
consult with the City for proper location and limits of these joints.
d. Butt Milled joints are required on both sides of all railroad tracks and concrete
valley gutters, bridge decks and culverts and all other items which transverse
the street and end the continuity of the asphalt surface.
e. Make each butt joint 20 feet long and milled out across the full width of the
street section to a tapered depth of 2 inch.
f. Taper the milled area within the 20-feet to a depth from 0-inch to 2-inch at a
line adjacent to the beginning and ending points or intermediate transverse
items.
g. Provide a temporary wedge of asphalt at all butt joints to provide a smooth ride
over the bump.
G. Remove Brick Pa�ing
1. Remove masonry paving units to the limits specified in the plans or as directed by
the City.
2. Salvage existing bricks for re-use, clean, palletize, and deliver to the City Stock pile
yard at 3300 Yuma Street or as directed.
H. Pavement Pulverization
1. Pulverization
a. Pulverize the existing pavement to depth of 8 inches. See Section 32 11 33.
b. Temporarily remove and store the 8-inch deep pulverized material, then cut the
base 2 inches.
c. Start 2-irich base cut at a depth of 8 inches from the existing pulverized surface.
2. Cement Application
a. Use 3.5% Portland cement.
b. See Section 32 11 33.
3. Mixing: see Section 32 11 33.
4. Compaction: see Section 32 11 33.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
024115-6
PAVING REMOVAL
Page 6 of 6
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5. Finishing: see Section 32 11 33.
6. Curing: see Section 32 11 33.
7. If the existing pavement has a combination of 10 inches of H.M.A.C. and crushed
stone/gravel:
a. Undercut not required
b. Pulverize 10 inches deep.
c. Remove 2-inch the total pulverized amount.
8 I. Remove speed cushion
9 1. Scrape or sawcut speed cushion from existing pavement without damaging existing
10 pavement.
11 3.5 REPAIR [NOT USED]
12 3.6 RE-INSTALLATION [NOT USED]
13 3.7 FIELD QUALITY CONTROL [NOT USED]
14 3.8 SYSTEM STARTUP [NOT USED]
15 3.9 ADJUSTING [NOT USED]
16 3.10 CLEANING [NOT USED]
17 3.11 CLOSEOUT ACTIVITIES [NOT USED]
18 3.12 PROTECTION [NOT USED]
19 3.13 MAINTENANCE [NOT USED]
20 3.14 ATTACHMENTS [NOT USED]
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END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
23
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-5 37 1 1 0-0202002
Revised July 1, 2011
321313-1
CONCRETE PAVING
Page 1 of 21
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3'7
SECTION 32 13 13
CONCRETE PAVING
A. Section includes CONCRETE BASE FOR BRICK PAVEMENT AND finished
pavement constructed of portland cement concrete including monolithically poured
curb on the prepared subgrade or other base course.
B. Standard Details.
1. Reinforced Concrete Pavement Construction Details.
C. Deviations from City of Fort Worth Standards.
D. 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 O1 29 - Concrete Paving Repair.
4. Section 32 13 73 - Concrete Paving Joint Sealants.
PRICE AND PAYMENT PROCEDUI2ES
A. Measurement and Payment.
1. Measurement: measured by the square yard of completed and accepted CONCRETE
BASE r�'�a�m�^* � �*^ �^^� '*' ra N^� a �' � � � '� for various
r Yvoicivi
classes and thicknesses.
2. Payment: based on the work performed and all materials furnished for concrete
BASE �g. Subsidiary work and materials include:
a. shaping and fine grading the roadbed
b. furnishing and applying all water required
a furnishing, loading and unloading, storing, hauling and handling all concrete
ingredients including all freight and royalty involved
d. mixing, placing, finishing and curing all concrete
e. furnishing and installing all reinfarcing steel
C1TY OF PORT WORTH BRICK PAVEMENT REPAIlZ (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GG01-S37110-0202002
Revised July 1, 2011
32 13 13 - 2
CONCRETE PAVING
Page 2 of 21
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furnishing all materials and placing longitudinal, warping, expansion, and
contraction joints, including all steel dowels, dowel caps and load transmission
units required, wire and devices for placing, holding and supporting the steel
bar, load transmission units, and joint filler material in the proper position; for
coating steel bars where required by the plans
sealing joints
�„�'�+"���"T• „^••�-�a ^��-'�; TOP OF EXISTING MEIN�IOLES AND WATER
VALVE BOX ADJUSTMENTS
all manipulations, labor, equipment, appliances, tools, and incidentals necessary
to complete the work.
i i 1.3 REFERENCES
12 A. Reference Standards.
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2.
f.
g•
h.
i.
Reference standards cited in this speciiication 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.
ASTM International (ASTM):
a. A615/A615M, Deformed and Plain Billet-Steel Bars for Concrete
Reinforcement
b. C31, Standard Practice for Making and Curing Concrete Test Specimens in the
Field
c. C33, Concrete Aggregates
d. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens
e. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed
Beams of Concrete
f. C94/C94M, Standard Specifications for Ready-Mixed Concrete
g. C150, Portland Cement
h. C156, Water Retention by Concrete Curing Materials
i. C172, Standard Practice for Sampling Freshly Mixed Concrete
j. C260, Air Entraining Admixtures for Concrete
k. C309, Liquid Membrane-Forming Compounds for Curing Concrete, Type 2
1. C494, Chemical Admixtures for Concrete, Types "A", "D", "F" and "G"
m. C618, Coal Fly Ash and Raw or Calcined Natural Pozzolan for use as a Mineral
Admixture in Concrete
n. C881, Standard Specification for Epoxy-Resin-Base Bonding Systems for
Concrete
o. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic-
Cement Concrete
p. C1602, Standard Specification for Mixing Water Used in the Production of
Hydraulic Cement Concrete.
q. D698, Laboratory Compaction Characteristics of Soil Using Standard Effort
(12,400 ft-lbf/ft3)
3. American Concrete Institute (ACI):
a. ACI 305.1-06 Specification for Hot Weather Concreting
b. ACI 306.1-90, Standard Specification for Cold Weather Concreting
c. ACI 318
C1TY OF FORT WORTH
STANDAILU CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIIZ (2013-12)
GGO1-537110-0202002
321313-3
CONCRETE PAVING
Page 3 of 21
1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
2 1.5 SUBMITTALS [NOT USEDj
3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
4 A. Mix Design: submit for approval. See Item 2.4.A.
5 1.7 CLOSEOUT SUBMITTALS [NOT USED]
6 1.8 MAIl�ITENANCE MATERIAL SUBMITTALS [NOT USED]
7 1.9 QUALITY ASSUItANCE [NOT USED]
8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
9 1.11 FIELD CONDITIONS
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A. Weather Conditions.
l. Place concrete when concrete temperature is between 40 and 100 degrees when
measured in accordance with ASTM C1064 at point of placement.
2. Hot Weather Concreting
a. Take immediate corrective action or cease paving when the ambient
temperature exceeds 95 degrees.
b. Concrete paving operations shall be approved by the City when the concrete
temperature exceeds 100 degrees. See Standard Specification for Hot Weather
Concreting (ACI 305.1-06).
3. Cold Weather Concreting
a. Do not place when ambient temp in shade is below 40 degrees and falling.
Concrete may be placed when ambient temp is above 35 degrees and rising or
above 40 degrees.
b. Concrete paving operations shall be approved by the City when ambient
temperature is below 40 degrees. See Standard Specification for Cold Weather
Concreting (ACI 306.1-90).
B. Time: Place concrete after sunrise and no later than shall permit the finishing of the
pavement in natural light, or as directed by the City.
1.12 WARItANTY [NOT USED]
29 PART 2 - PRODUCTS
30 21 OWNER-FURNISHED PRODUCTS [NOT USED]
31 2.2 MATERiALS
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A. Cementitious Material: ASTM C150.
B. Aggregates: ASTM C33.
C. Water: ASTM C1602.
D. Ad�nixtures: When admixtures are used, conform to the appropriate specification:
1. Air-Entraining Admixtures for Concrete: ASTM C260.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
32 13 13 - 4
CONCRETE PAVING
Page 4 of 21
1 2. Chemical Admixtures for Concrete: ASTM C494, Types "A", "D", "F" and "G."
2 3. Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete: ASTM
3 C618.
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E. Steel Reinforcement: ASTM A615.
F. Steel Wire Reinforcement: Not used for concrete pavement.
G. Dowels and Tie Bars,
1. Dowel and tie bars: ASTM A615.
2. Dowel Caps.
a. Provide dowel caps with enough range of movement to allow complete closure
of the expansion joint.
b. Caps for dowel bars shall be of the length shown on the plans and shall have an
internal diameter sufficient to permit the cap to freely slip over the bar.
c. In no case shall the internal diameter exceed the bar diameter by more 1/8 inch,
and one end of the cap shall be rightly closed.
3. Epoxy for powel and Tie Bars: ASTM C881.
a. See following table for approved producers of epoxies and adhesives
Pre-Qualified Producers of Epoxies and Adhesives
Product Name Producer
Concresive 1420 BASF
HTE-50 Hilti
T 308 + Powers Fasteners
P E 1000+ Powers Fasteners
C-6 Ramset-Redhead
Epcon G-5 Ramset-Redhead
Pro-Poxy-300 Fast Tube Unitex
Shep-Poxy TxIII CMC Construction Services
Ultrabond 1300 Tubes Adhesives Technology
Ultrabone 2300 N.S. A-22-2300
Slow Set Adhesives Technology
Dynapoxy EP-430 Pecora Corp.
EDOT Simpson Strong Tie
ET22 Simpson Strong Tie
SET 22 Simpson Strong Tie
SpecPoxy 3000FS SpecChem
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b. Epoxy Use, Storage and Handling.
1) Package components in airtight containers and protect from light and
moisture.
2) Include detailed instructions for the application of the material and all
safety information and warnings regarding contact with the components.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-5 37 1 1 0-0202002
32 13 13 - 5
CONCRETE PAVING
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3) Epoxy label requirements
a) Resin or hardener components;
b) Brand name;
c) Name of manufacturer;
d) Lot or batch number;
e) Temperature range for storage;
fl Date of manufacture
g) Expiration date; and
h) Quantity contained
4) Store epoxy and adhesive components at temperatures recommended by the
manufacturer.
5) Do not use damaged or previously opened containers and any material that
shows evidence of crystallization, lumps skinning, extreme thickening, or
settling of pigments that cannot be readily dispersed with normal agitation.
6) Follow sound environtnental practices when disposing of epoxy and
adhesive wastes.
7) Dispose of all empty containers separately.
8) Dispose of epoxy by completely emptying and mixing the epoxy before
disposal
H. Reinforcement Bar Chairs.
l.
2.
3.
4.
Reinforcement bar chairs or supports shall be of adequate strength to support the
reinforcement bars and shall not bend or break under the weight of the
reinforcement bars or CONTRACTOR'S personnel walking on the reinforcing bars.
Bar chairs may be made of inetal (free of rust), precast mortar or concrete blocks or
plastic.
For approval of plastic chairs, representative samples of the plastic shall show no
visible indications of deterioration after immersion in a 5-percent solution of sodium
hydroxide for 120-hours.
Bar chairs may be rej ected for failure to meet any of the requirements of this
specificaiion.
I. Joint Filler.
1. Joint filler is the material placed in concrete pavement and concrete structures to .
allow for the expansion and c.ontraction of the concrete.
2. Wood Boards: Used as joint filler for concrete paving.
a. Boards for expansion joint filler shall be of the required size, shape and type
indicated on the plans or required in the specifications.
1) Boards shall be of selected stock of redwood or cypress. The boards shall
be sound heartwood and shall be free from sapwood, knots, clustered
birdseyes, checks and splits.
2) Joint filler, boards, shall be smooth, flat and straight throughout, and shall
be sufficiently rigid to permit ease of installation.
3) Boards shall be furnished in lengths equal to the width between
longitudinal joints, and may be furnished in strips or scored sheet of the
required shape.
3. Dimensions. The thickness of the expansion joint filler shall be shown on the plans;
the width shall be not less than that shown on the plans, providing for the top seal
space.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
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CONCRETE PAVING
Page 6 of 21
1 4. Rejection. Expansion joint iiller may be rejected for failure to meet any of the
2 requirements of this specification.
3 J. Joint Sealants. Provide Joint Sealants in accordance with Section 32 13 73.
4 K. Curing Materials.
5 1. Membrane-Forming Compounds.
6 a. Conform to the requirements of ASTM C309, Type 2, white pigmented
7 compound and be of such nature that it shall not produce permanent
8 discoloration of concrete surfaces nor react deleteriously with the concrete.
9 b. The compound shall produce a ium, continuous uniform moisture-impermeable
10 film free from pinholes and shall adhere satisfactorily to the surfaces of damp
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concrete.
It shall, when applied to the damp concrete surface at the specified rate of
coverage, dry to touch in 1 hour and dry through in not more than 4 hours under
normal conditions suitable for concrete operations.
It shall adhere in a tenacious film without running off or appreciably sagging.
It shall not disintegrate, check, peel or crack during the required curing period.
The compound shall not peel or pick up under traffic and shall disappear from
the surface of the concrete by gradual disintegration.
The compound shall be delivered to the job site in the manufacturer's original
containers only, which shall be clearly labeled with the manufacturer's name,
the trade name of the material and a batch number or symbol with which test
samples may be correlated.
When tested in accordance with ASTM C156 Water Retention by Concrete
Curing Materials, the liquid membrane-forming compound shall restrict the loss
of water present in the test specimen at the time of application of the curing
compound to not more than 0.01-oz.-per-2 inches of surface.
27 2.3 ACCESSORIES [NOT USED]
28 2.4 SOURCE QUALITY CONTROL
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A. Mix Design
1. Concrete Mix Design and Control.
a. At least 10 calendar days prior to the start of concrete paving operations, the
CONTRACTOR shall submit a design of the concrete mix it proposes to use
and a full description of the source of supply of each material component.
b. The design of the concrete mix shall produce a quality concrete complying with
these specifications and shall include the following information:
1) Design Requirements and Design Summary.
2) Material source.
3) Dry weight of cement/cu. yd. and type.
4) Dry weight of fly ash/cu. yd. and type, if used.
5) Saturated surface dry weight of fine and coarse aggregates/cu. yd.
6) Design water/cu. yd.
7) Quantities, type, and name of admixtures with manufacturer's data sheets.
8) Current strength tests or strength tests in accordance with ACI 318.
9) Current Sieve Analysis and -200 Decantation of fine and coarse aggregates
and date of tests.
10) Fineness modulus of fine aggregate.
11) Specific Gravity and Absorption Values of fine and coarse aggregates.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July l, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
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c
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12) L.A. Abrasion of coarse aggregates.
Once mix design approved by City, maintain intent of mix design and maximum
water to cement ratio.
No concrete may be placed on the job site until the mix design has been
approved by the City.
2. Quality of Concrete.
a. Consistency.
1) In general, the consistency of concrete mixtures shall be such that:
a) mortar shall cling to the coarse aggregate,
b) aggregate shall not segregate in concrete when it is transported to the
place of deposit, _
c) concrete, when dropped directly from the discharge chute of the mixer,
shall flatten out at the center of the pile, but the edges of the pile shall
stand and not flow,
d) concrete and mortar shall show no free water when removed from the
mirer,
e) concrete shall slide and not flow into place when transported in metal
chutes at an angle of 30 degrees with the horizontal, and
� surface of the finished concrete shall be free from a surface film ar
laitance.
2) When field conditions are such that additional moisture is needed for the
iinal concrete surface iinishing operation, the required water shall be
applied to the surface by hand sprayer only and be held to a minimum
amount. .
3) The concrete shall be workable, cohesive, possess satisfactory finishing
qualities and be of the stiffest consistency that can be placed and vibrated
into a homogeneous mass.
4) Excessive bleeding shall be avoided.
5) If the strength or consistency required for the class of concrete being
produced is not secured with the minimum cement specified or without
exceeding the maximum water/cement ratio, the CONTRACTOR may use,
or the City may require, an approved cement dispersing agent (water
reducer); or the CONTRACTOR shall furnish additional aggregates, or
aggregates with different characteristics, or the CON'TRACTOR may use
additional cement in order to produce the required results.
6) The additional cement may be permitted as a temporary measure, until
aggregates are changed and designs checked with the different aggregates
or cement dispersing agent.
7) The CONTRACTOR is solely responsible for the quality of the concrete
produced.
8) The City reserves the right to independently verify the quality of the
concrete through inspection of the batch plant, testing of the various
materials used in the concrete and by casting and testing concrete cylinders
or beams on the concrete actually incorporated in the pavement.
b. Standard Class.
1) Unless otherwise shown on the plans or detailed specifications, the standard
class for concrete paving for streets and alleys is shown in the following
table.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
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Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concretel Cementitious, Compressive, Water/ Aggregate
Lb./CY Strength2 Cementitious, Maximum
psi Ratio Size
inch
P 517 3600 0.49 1-1/2
H 564 4500 0.45 1-1/2
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1. All exposed rionzontal concrete shall have entratned-a�r.
2. Minimum Compressive Strength Required.
2) Machine-Laid concrete: Class P
3) Hand-Laid concrete: Class H.
c. High Early Strength Concrete (HES).
1) When shown on the plans or allowed, provide Class HES concrete for very
early opening of pavements area or leaveouts to traffic.
2) Design class HES to meet the requirements of class speciiied for concrete
pavenlent and a minimum compressive strength of �88 3,OOOpsi in �4 48
hours, unless other early strength and time requirements are shown on the
plans allowed.
3) No strength overdesign is required.
Standard Classes of Pavement Concrete
Class of Minimum 28 Day Min. Maximum Course
Concrete' Cementitious Compressive Water/ Aggregate
Lb./CY StrengthZ Cementitious Maximum
psi Ratio Size,
inch
HES 564 4500 0.45 1-1/2
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d. Slump.
1) Slump requirements for pavement and related concrete shall be as specified
in the following table.
Concrete Pavement Slump Requirements
Concrete Use Recorrunended Maximum
Design Acceptable
and Placement Placement
Slump, Slump,
inch inch
Slip-Foim/Form-Riding Paving 1-1/2 3
Hand Formed Paving 4 5
Sidewalk, Curb and Gutter, Concrete 4 5
Valley Gutter and Other Miscellaneous
Concrete
2) No concrete shall be permitted with slump in excess of the maximums
shown.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-53�110-0202002
321313-9
CONCRETE PAVING
Page 9 of 21
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3) Any concrete mix failing to meet the above consistency requirements,
although meeting the slump requirements, shall be considered
unsatisfactory, and the mix shall be changed to correct such unsatisfactory
conditions.
5 PART 3 - EXECUTION
6 3.1 INSTALLERS [NOT USED]
7 3.2 EXAMINATION [NOT USED]
8 3.3 PREPARATION [NOT USED]
9 3.4 INSTALLATION
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A. Equipment
1. All equipment necessary for the construction of this item shall be on the praject.
2. The equipment shall include spreading devices (augers), internal vibration, tamping,
and surface floating necessary to finish the freshly placed concrete in such a manner
as to provide a dense and homogeneous pavement.
3. Machine-Laid Concrete Pavement
a. Fixed-Form Paver. Fixed-form paving equipment shall be provided with forms
that are uniformly supported on a very firm subbase to prevent sagging under
the weight of machine.
b. Slip-Form Paver.
1) Slip-form paving equipment shall be provided with traveling side forms of
sufficient dimensions, shape and strength so as to support the concrete
laterally for a sufficient length of time during placement.
2) City may rej ect use of Slip-Form Paver if paver requires over-digging and
impacts trees, mailboxes or other improvements.
4. Hand-Laid Concrete Pavement
a. Machines that do not incorporate these features, such as roller screeds or
vibrating screeds, shall be considered tools to be used in hand-laid concrete
construction, as slumps, spreading methods, vibration, and other procedures are
more common to hand methods than to machine methods.
5. City may reject equipment and stop operation if equipment does not meet
requirements.
B. Concrete Mixing and Delivery
1. Transit Batching: shall not be used — onsite mixing not permitted
2. Ready Mixed Concrete
a. The concrete shall be produced in an approved method conforming to the
requirements of this specification and ASTM C94/C94M.City shall have access
ready mix to get samples of materials.
b. City shall have access to ready mix plant to obtain material samples.
c. When ready-mix concrete is used, sample concrete per ASTM C94 Alternate
Procedure 2:
1) As the mixer is being emptied, individual samples shall be taken after the
discharge of approximately 15% and 85% of the load.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGOI-537110-0202002
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2) The method of sampling shall provide that the samples are representative of
widely separated portions, but not from the very ends of the batch.
d. The mixing of each batch, after all materials are in the drum, shall continue until
it produces a thoroughly mixed concrete of uniform mass as determined by
established mixer performance ratings and inspection, or appropriate uniformity
tests as described in ASTM C94.
e. The entire contents of the drum shall be discharged before any materials are
placed therein for the succeeding batch.
£ Retempering or remixing shall not be permitted.
3. Delivery.
a. Deliver concrete at an interval not exceeding 30 minutes or as determined by
City to prevent cold joint.
4. Delivery Tickets.
a. For all operations, the manufacturer of the concrete shall, before unloading,
furnish to the purchaser with each batch of concrete at the site a delivery ticket
on which is printed, stamped, or written, the following informaiion to determine
that the concrete was proportioned in accordance with the approved mix design:
1) Name of concrete supplier.
2) Serial number of ticket.
3) Date.
4) Truck number.
5) Name of purchaser.
6) Specific designation of job (name and location).
7) Specific class, design identification and designation of the concrete in
conformance with that employed in job specifications.
8) Amount of concrete in cubic yards.
9) Time loaded or of first mixing of cement and aggregates.
10) Water added by receiver of concrete.
11) Type and amount of admixtures.
C. Subgrade
1. When manipulation or treatment of subgrade is required on the plans, the work shall
be perfonned in proper sequence with the preparation of the subgrade for pavement.
2. The roadbed shall be excavated and shaped in conformity with the typical sections
and to the lines and grades shown on the plans or established by the City.
3. All holes, ruts and depressions shall be iilled and compacted with suitable material
and, if required, the subgrade shall be thoroughly wetted and reshaped.
4. Irregularities of more than 1/2 inch., as shown by straightedge or template, shall be
corrected.
5. The subgrade shall be uniformly compacted to at least 95 percent of the maximum
density as determined by ASTM D698.
41 6. Moisture content shall be within minus 2 percent to plus 4 percent of optimum.
42 '7. The prepared subgrade shall be wetted down sufiiciently in advance of placing the
43 pavement to ensure its being in a firm and moist condition.
44 8. Sufficient subgrade shall be prepared in advance to ensure satisfactory prosecution
45 of the work.
46 9. The CONTRACTOR shall notify the City at least 24 hours in advance of its
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CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-5 3 7 1 10-0202002
Revised July 1, 2011
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Page 11 of 21
1 10. After the speciiied moisture and density are achieved, the CONTRACTOR shall
2 maintain the subgrade moisture and density in accordance with this Section.
3 1 l. In the event that rain or other conditions may have adversely affected the condition
4 of the subgrade or base, additional tests may be required as directed by the City.
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D. Placing and Removing Forms
1. Placing Forms
a. Forms for machine-laid concrete
1) The side forms shall be metal, of approved cross section and bracing, of a
height no less than the prescribed edge thickness of the concrete section,
and a minimum of 10 feet in length for each individual form.
2) Forms shall be of ample strength and staked with adequate number of pins
capable of resisting the pressure of concrete placed against them and the
thrust and the vibration of the construction equipment operating upon them
without appreciable springing, settling or deflection.
3) The forms shall be free from warps, bends or kinks and shall show no
variation from the true plane for face or top.
4) Forms shall be jointed neatly and tightly and set with exactness to the
established grade and alignment.
5) Forms shall be set to line and grade at least 200 feet, where practicable, in
advance of the paving operations.
6) In no case shall the base width be less than 8 inches for a form 8 inches or
more in height.
7) Forms must be in firm contact with the subgrade throughout their length
and base width.
8) If the subgrade becomes unstable, forms shall be resei, using heavy stakes
or other additional supports may be necessary to provide the required
stability.
b. Forms for hand-laid concrete
1) Forms shall extend the full depth of concrete and be a minimum of 1-1/2
inches in thickness or equivalent when wooden forms are used, or be of a
gauge that shall provide equivalent rigidity and strength when metal forms
are used.
2) For curves with a radius of less than 250 feet, acceptable flexible metal or
wood forms shall be used.
3) All forms showing a deviation of 1/8 inch in 10 feet from a straight line
shall be rejected.
2. Settling. When forms settle over 1/8 inch under finishing operations, paving
operations shall be stopped the fortns reset to line and grade and the pavement then
brought to the required section and thickness.
3. Cleaning. Forms shall be thoroughly cleaned after each use.
4. Removal.
a. Forms shall remain in place until the concrete has taken its final set.
b. Avoid damage to the edge of the pavement when removing forms.
c. Repair damage resulting from form removal and honeycombed areas with a
mortar mix within 24 hours after form removal unless otherwise approved.
d. Clean joint face and repair honeycombed or damaged areas within 24 hours
after a bulkhead for a transverse construction joint has been removed unless
otherwise approved.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG01-537110-0202002
32 13 13 - 12
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Page 12 of 21
1 e. When forms are removed before 72 hours after concrete placement, promptly
2 apply membrane curing compound to the edge of the concrete pavement.
3 E. Placing Reinforcing Steel, Tie, and Dowel Bars
4 1. General.
5 a. When reinforcing steel tie bars, dowels, etc., are required they shall be placed
6 as shown on the plans.
7 b. All reinforcing steel shall be clean, free from rust in the form of loose ar
8 objectionable scale, and of the type, size and dimensions shown on the plans.
9 c. Reinforcing bars shall be securely wired together at the alternate intersections
10 and all splices and shall be securely wired at each intersection dowel and load-
11 transmission unit intersected.
12 d. All bars shall be installed in their required position as shown on the plans.
13 e. The storing of reinforcing or structural steel on completed roadway slabs
14 generally shall be avoided and, where permitted, such storage shall be limited
15 to quantities and distribution that shall not induce excessive stresses.
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2. Splices.
a. Provide standard reinforcement splices by lapping and tying ends.
b. Comply with ACI 318 for minimum lap of spliced bars where not speciiied on
the documents
3. Installation of Reinforcing Steel
a. All reinforcing bars and bar mats shall be installed in the slab at the required
depth below the finished surface and supported by and securely attached to bar
chairs installed on prescribed longitudinal and transverse centers as shown by
sectional and detailed drawings on the plans.
b. Chairs Assembly. The chair assembly shall be similar and equal to that shown
on the plans and shall be approved by the City prior to extensive fabrication
c. After the reinforcing steel is securely installed above the subgrade as speciiied
in plans and as herein prescribed, no loading shall be imposed upon the bar
mats or individual bars before or during the placing or finishing of the concrete.
4. Installation of Dowel Bars
a. Install through the predrilled joint filler and rigidly support in true horizontal
and vertical positions by an assembly of bar chairs and dowel baskets.
b. Dowel Baskets.
1) The dowels shall be held in position exactly parallel to surface and
centerline of the slab, by a dowel basket that is left in the pavement.
2) The dowel basket shall hold each dowel in exactly the correct position so
firmly that the dowel's position cannot be altered by concreting operations.
c. Dowel Caps.
1) Install cap to allow the bar to move not less than 1-1/4 inch in either
direction.
41 5. Tie Bar and Dowel Placement.
42 a. Place at mid-depth of the pavement slab, parallel to the surface,
43 b. Place as shown on the plans.
44 6. Epoxy for Tie and Dowel Bar Installation
45 1) Epoxy bars as shown on the plans.
46 2) Use only drilling operations that do not damage the surrounding operations.
47 3) Blow out drilled holes with compressed air.
CITY OF FORT WORTH BRICK PAVEMENT REPAIIZ (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-53 7 1 1 0-0202002
Revised July l, 2011
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4) Completely fill the drilled hole with approved epoxy before inserting the tie
bar into the hole.
5) Install epoxy grout and bar at least 6 inches embedded into concrete.
F. Joints
1. Joints shall be placed where shown on the plans or where directed by the City.
2. The plane of all joints shall make a right angle with the surface of the pavement.
3. No joints shall have an error in alignment of more than 1/2 inch at any point.
4. Joint Dimensions.
a. The width of the joint shall be shown on the plans, creating the joint sealant
reservoir.
b. The depth of the joint shall be shown on the plans.
c. Dimensions of the sealant reservoir shall be in accordance with manufacturer's
recommendations.
d. After curing, the joint sealant shall be 1/8 inch to 1/4 inch below the pavement
surface at ihe center of the joint.
5. Transverse Expansion Joints.
a. Expansion joints shall be installed perpendicularly to the surface and to the
centerline of the pavement at the locations shown on the plans, or as approved
by the City.
b. Joints shall be of the design width, and spacing shown on the plans, or as
approved by the City.
c. Dowel bars, shall be of the size and type shown on the plans, or as approved by
the City, and shall be installed at the specified spacing.
d. Support dowel bars with dowel baskets.
e. Dowels shall restrict the free opening and closing of the expansion join and
shall not make planes of weaknesses in the pavement.
£ Greased Dowels for Expansion Joints.
1) Coat dowels with a thin film of grease or other approved de-bonding
material.
2) Provide dowel caps on the lubricated end of each dowel bar.
g. Proximity to Existing Structures. When the pavement is adjacent to or around
existing structures, expansions joints shall be constructed in accordance with
the details shown on the plans.
6. Transverse Contraction Joints.
a. Contraction or dummy joints shall be installed at the locations and at the
intervals shown on the plans.
b. Joints shall be of the design width, and spacing shown on the plans, or as
approved by the City.
c. Dowel bars, shall be of the size and type shown on the plans, or as approved by
the City, and shall be installed at the specified spacing.
d. Joints shall be sawed into the completed pavement surface as soon after initial
concrete set as possible so that some raveling of the concrete is observed in
order for the sawing process to prevent uncontrolled shrinkage cracking.
e. The joints shall be constructed by sawing to a 1/4 inch width and to a depth of
1/3 inch (1/4 inch permitted if limestone aggregate used) of the actual
pavement thickness, or deeper if so indicated on the plans.
£ Complete sawing as soon as possible in hot weather conditions and within a
maximum of 24 hours after saw cutting begins under cool weather conditions.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 201 I
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g. If sharp edge joints are being obtained, the sawing process shall be sped up to
the point where some raveling is observed.
h. Damage by blade action to the slab surface and to the concrete immediately
adjacent to the joint shall be minimized.
i. Any portion of the curing membrane which has been disturbed by sawing
operations shall be restored by spraying the areas with additional curing
compound.
7. Transverse Construction Joints.
a. Construction joints formed at the close of each day's work or when the placing
of concrete has been stopped for 30-minutes or longer shall be constructed by
use of inetal or wooden bulkheads cut true to the section of the finished
pavement and cleaned.
b. Wooden bulkheads shall have a thickness of not less than 2-inch stock material.
c. Longitudinal bars shall be held securely in place in a plane perpendicular to the
surface and at right angles to the centerline of the pavement.
d. Edges shall be rounded to 1/4' inch radius.
e. Any surplus concrete on the subgrade shall be removed upon the resumption of
the work.
Longitudinal Construction Joints.
a. Longitudinal construction joints shall be of the type shown on the plans.
Joint Filler.
a. Joint filler shall be as speciiied in 2.2.I of the size and shape shown on the
plans.
b. Redwood Board joints shall be used for all pavement joints except for
expansion joints that are coincident with a butt joint against existing
pavements.
c. Boards with less than 25-percent of moisture at the time of installation shall be
thoroughly wetted on the job.
d. Green lumber of much higher moisture content is desirable and acceptable.
e.. The joint filler shall be appropriately drilled to admit the dowel bars when
required.
f. The bottom edge of the filler shall extend to or slightly below the bottom of the
slab. The top edge shall be held approximately 1/2 inch below the finished
surface of the pavement in order to allow the finishing operations to be
continuous.
g. The joint filler may be composed of more than one length of board in the
length of joint, but no board of a length less than 6 foot may be used unless
otherwise shown on the plans.
h. After the removal of the side forms, the ends of the joints at the edges of the
slab shall be carefully opened for the entire depth of the slab.
Joint Sealing. Routine pavement j oints shall be filled consistent with paving details
and as speciiied in Section 32 13 73. Materials shall generally be handled and
applied according to the manufacturer's recominendations as specified in Section 32
13 73.
45 G. Placing Concrete
46 1. Unless otherwise specified in the plans, the finished pavement shall be constructed
47 monolithically and constructed by machined laid metliod unless impractical.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARU CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July l, 2011
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CONCRETE PAVING
Page 15 of 21
1 2. The concrete shall be rapidly deposited on the subgrade in successive batches and
2 shall be distributed to the required depth and for the entire width of the pavement by
3 shoveling or other approved methods.
4 3. Any concrete not placed as herein prescribed within the time limits in the following
5 table will be rejected. Time begins when the water is added to the mixer.
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Temperature — Time Requirements
Concrete Temperature Max Time — minutes Max Time — minutes
(at point of placement) (no retarding agent) (with retarding agent)1
Non-Agitated Concrete
All temperatures 45 45
Agitated Concrete
Above 90°F Time may be reduced by 75
City
Above 75°F thru 90°F 60 90
75°F and Below 60 120
i ivonnai aosage ot retaraer.
4. Rakes shall not be used in handling concrete.
5. At the end of the day, or in case of unavoidable interruption or delay of more than
30 minutes or longer to prevent cold joints, a transverse construction joint shall be
placed in accordance with 3.4.F.7 of this Section.
6. Honeycombing.
a. Special care shall be taken in placing and spading the concrete against the
forms and at all joints and assemblies so as to prevent honeycombing.
b. Excessive voids and honeycombing in the edge of the pavement, revealed by
the removal of the side forms, may be cause for rejection of the section of slab
in which the defect occurs.
H. Finishing
1. Machine.
a. Tolerance Limits.
1) While the concrete is still workable, it shall be tested for irregularities with
a 10 foot straightedge placed parallel to the centerline of the pavement so as
to bridge depressions and to touch all high spots.
2) Ordinates measured from the face of the straightedge to the surface of the
pavement shall at no place exceed 1/16 inch-per-foot from the nearest point
of contact.
3) In no case shall the maximum ordinate to a 10 foot straightedge be greater
than 1/8 inch.
4) Any surface not within the tolerance limits shall be reworked and
refinished.
b. Edging.
CITY OF FORT WORTH
STANDARU CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIIZ (2013-12)
GG01-537110-0202002
32 13 13 - 16
CONCRETE PAVING
Page 16 of 21
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1) The edges of slabs and all joints requiring edging shall be carefully tooled
with an edger of the radius required by the plans at the time the concrete
begins to take its "set" and becomes non-workable.
2) All such work shall be left smooth and true to lines.
2. Hand.
a. Hand finishing permitted only in intersections and areas inaccessible to a
finishing machine.
b. When the hand method of striking off and consolidating is permitted, the
concrete, as soon as placed, shall be approximately leveled and then struck off
with screed bar to such elevation above grade that, when consolidated and
iinished, the surface of the pavement shall be at the grade elevation shown on
the plans.
c. A slight excess of material shall be kept in front of the cutting edge at all times.
d. The straightedge and joint finishing shall be as prescribed hereul.
I. Curing
2.
3.
4.
5,
6.
7.
8.
The curing of concrete pavement shall be thorough and continuous throughout the
entire curing period.
Failure to provide proper curing as herein prescribed shall be considered as
sufficient cause for immediate suspension of the paving operations.
The curing method as herein specified does not preclude the use of any of the other
commonly used methods of curing, and the City may approve another method of
curing if so requested by the CONTRACTOR.
If any selected method of curing does not afford the desired results, the City shall
have the right to order that another inethod of curing be instituted.
After removal of the side forms, the sides of the slab shall receive a like coating
before earth is banked against them.
The solution shall be applied, under pressure with a spray nozzle, in such a manner
as to cover the entire surfaces thoroughly and completely with a uniform film.
The rate of application shall•be such as to ensure complete coverage and shall not
exceed 20-square-yards-per-gallon of curing compound.
When thoroughly dry, it shall provide a continuous and flexible membrane, free
from cracks or pinholes, and shall not disintegrate, check, peel or crack during the
curing period.
9. If for any reason the seal is broken during the curing period, it shall be immediately
repaired with additional sealing solution.
10. When tested in accordance with ASTM C156 Water Retention by Concrete Curing
Materials, the curing compound shall provide a film which shall have retained
within the test specimen a percentage of the moisture present in the specimen when
the curing compound was applied according to the following.
11. CONTRACTOR shall maintain and properly repair damage to curing materials on
exposed surfaces of concrete pavement continuously for a least 72 hours.
J. Monolithic Curbs
43 1. Concrete for monolithic curb shall be the same as for the pavement and, if carried
44 back from the paving mixer, shall be placed within 20-minutes after being mixed.
45 2. After the concrete has been struck off and sufficiently set, the exposed surfaces shall
46 be thoroughly worked with a wooden flat.
CITY OF FORT WORTH BRICIC PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGOl-53 7 1 10-0202002
Revised July 1, 2011
32 13 13 - 17
CONCRETE PAVING
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3. The exposed edges shall be rounded by the use of an edging tool to the radius
indicated on the plans.
4. All exposed surfaces of curb shall be brushed to a smooth and uniform surface.
K. Alley Paving
1. Alley paving shall be constructed in accordance with the speciiications for concrete
paving hereinbefore described, in accordance with the details shown on the plans,
and with the following additional provisions:
a. Alley paving shall be constructed to the typical cross sections shown on the
plans.
b. Transverse expansion joints of the type shown on the plans shall be constructed
at the property line on each end of the alley with a maximum spacing of 600
feet.
c. Transverse contraction and dummy joints shall be placed at the spacing shown
on the plans.
d. Contraction and dummy j oints shall be formed in such a manner that the
required joints shall be produced to the satisfaction of the City.
e. All joints shall be constructed in accordance with this specification and filled
in accordance with the requirement of Section 32 13 73.
L. Pavement Leaveouts
20 1. Pavement leaveouts as necessary to maintain and provide for local trafiic shall be
21 provided at location indicated on the plans or as directed by the City.
22 2. The extent and location of each leaveout required and a suitable crossover
23 connection to provide for trafiic movements shall be determined in the field by the
24 City.
25 3.5 REPAIR
26 A. Repair of concrete pavement concrete shall be consistent with paving details and as
27 specified in Section 32 O1 29.
28 3.6 RE-INSTALLATION [NOT USED]
29 3.7 SITE QUALITY CONTROL
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A. Concrete Placement
1. Place concrete using a fully automated paving machine. Hand paving only
permitted in areas such as intersections where use of paving machine is not practical
a. All concrete pavement not placed by hand shall be placed using a fully
automated paving machine as approved by the City.
b. Screeds will not be allowed except if approved by the City.
B. Testing of Materials.
1. Samples of all materials for test shall be made at the expense of the City, unless
otherwise specified in the special provisions or in the plans.
2. In the event the initial sampling and testing does not comply wiih the speciiications,
all subsequent testing of the material in order to determine if the material is
acceptable shall be at the CONTRACTOR' S expense at the same rate charged by
the commercial laboratories.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCCTMENTS GG01-537110-0202002
Revised July 1, 2011
32 13 13 - 18
CONCRETE PAVING
Page 18 of 21
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3. All testing shall be in accordance with applicable ASTM Standards and concrete
testing technician must be ACI certified or equivalent.
C. Pavement Thickness Test.
1. Upon completion of the work and before final acceptance and final payment shall be
made, pavement thickness test shall be made by the City.
The number of tests and location shall be at the discretion of the City, unless
otherwise specified in the special provisions or on the plans.
The cost for the initial pavement thickness test shall be the expense of the City.
In the event a deiiciency in the thickness of pavement is revealed during normal
testing operations, subsequent tests necessary to isolate the deficiency shall be at the
CONTRACTOR'S expense.
The cost for additional coring test shall be at the same rate charged by conunercial
laboratories.
Where the average thickness of pavement in the area found to be deficient in
thickness by more than 0.20 inch, but not more than 0.50 inch, payment shall be
made at an adjusted price as specified in the following table.
2.
3.
4.
5.
6.
Deficiency in Thickness Proportional Part
Deternuned by Cores Of Contract Price
Inches Allowed
0.00 — 0.20 100 percent
0.21 — 0.30 80 percent
031— 0.40 70 percent
0.41 — 0.50 60 percent
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Any area of pavement found deficient in thickness by more than 0,50 inch but not
more than 0.75 inch or 1/10 of the plan thickness, whichever is greater, shall be
evaluated by the City.
If, in the judgment of the City the area of such deiiciency should not be removed
and replaced, there shall be no payment for the area retained.
If, in the judgment of the City, the area of such deficiency warrants removal, the
area shall be removed and replaced, at the CONTRACTOR' S entire expense, with
concrete of the thickness shown on the plans.
Any area of pavement found deficient in thickness by more than 0.75 inch or more
than 1/10 of the plan thickness, whichever is greater, shall be removed and replaced,
at the CONTRACTOR'S entire expense, with concrete of the thickness sliown on
the plans.
No additional payment over the contract unit price shall be made for any pavement
of a thickness exceeding that required by the plans.
D. Pavement Strength Test.
1. During the progress of the work the City shall provide trained technicians to cast test
cylinders for conforming to ASTM C31, to maintain a check on the compressive
strengths of the concrete being placed.
CITY OF FORT WORTH
STANDA.RD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
32 13 13 - 19
CONCRETE PAVING
Page 19 of 21
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0
Percent Deficient Percent of Contract Price Allowed
Greater Than 0% - Not More Than 10% 90-percent
Greater Than 10% - Not More Than 15% 80-percent
Greater Than 15% 0-percent or removed and replaced at the entire cost
and expense of CONTRACTOR as directed by City
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7. The amount of penalty shall be deducted from payment due to CONTRACTOR;
such as penalty deducted is to defray the cost of extra maintenance.
8. The strength requirements for structures and other concrete work are not altered by
the special provision.
9. No additional payment over the contract unit price shall be made for any pavement
of strength exceeding that required by the plans and/or specifications.
E. Cracked Concrete Acceptance Policy.
2. After the cylinders have been cast, they shall remain on the job site and then
transported, moist cured, and tested by the City in accordance with ASTM C31 and
ASTM C39.
In each set, one of the cylinders shall be tested at 2 DAYS, TWO CYLII�DERS
SHALL BE TESTED AT 7 days; two cylinders shall be tested at 28 days. z,M�
���1,',�ao.. ��,.,�i �.o �.oia ,,,.,o�*oa ,,, c� a.,.,� ;�
���u ,
IF 2 DAYS TEST RESULT INDICATE DEFICIENT STRENGTH, THE
OPENING OF PAVEMENT TO TRAFFIC SHALL NOT BE PERMITTED AND
PROJECT INSPECTOR MAY ASK THE CONTRACTOR TO RESUBMIT THE
CONCRETE MIX DESIGN TO MEET THE MiNIMUM SPECIFIED
STRENGTH. If the 28 day test results indicate deficient strength, the
CONTRACTOR may, at its option and expense, core the pavement in question and
have the cores tested by an approved laboratory, in accordance with ASTM C42 and
ACI 318 protocol, except the average of all cores must meet 100% of the minimum
specified strength, with no individual core resulting in less than 90% of design
strength, io override the results of the cylinder tests.
Cylinders and/or cores must meet minimum specified strength. If cylinders do not
meet minimum specified strength, additional cores shall be taken to identify the
limits of deficient concrete pavement at the expense of ihe CONTRACTOR.
Cylinders and/or cores must meet minimum specified strength. Pavement not
meeting the minimum speciiied strength shall be subject to the money penalties or
removal and placement at the CONTRACTOR'S expense as show in the following
table.
1. If cracks exist in concrete pavement upon completion of the project, the Project
Inspector shall make a determination as to the need for action to address the
cracking as to its cause and recommended remedial work.
2. If the recommended remedial work is routing and sealing of the cracks to protect the
subgrade, the Inspector shall make the determination as to whether to rout and seal
the cracks at the time of final inspection and acceptance or at any time prior to the
end of the project maintenance period. The CONTRACTOR shall perform the
routing and sealing work as directed by the Project Inspector, at no cost to the City,
regardless of the cause of the cracking.
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
32 13 13 - 20
CONCRETE PAVING
Page 20 of 21
1 3. If remedial work beyond routing and sealing is determined to be necessary, the
2 Inspector and the CONTRACTOR will attempt to agree on the cause of the
3 cracking. If agreement is reached that the cracking is due to deficient materials or
4 workmanship, the CONTRACTOR shall perform the remedial work at no cost to the
5 City. Remedial work in this case shall be limited to removing and replacing the
6 deficient work with new material and workmanship that meets the requirements of
7 the contract.
8 4. If remedial work beyond routing and sealing is determined to be necessary, and the
9 Inspector and the CONTRACTOR agree that the cause of the cracking is not
10 deficient materials ar workmanship, the City may request the CONTRACTOR to
11 provide an estimate of the cost of the necessary remedial work and/or additional
12 work to address the cause of the cracking, and the CONTRACTOR will perform that
13 work at the agreed-upon price if the City elects to do so.
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5. If remedial work is necessary, and the Inspector and the CONTRACTOR cannot
agree on the cause of the cracking, the City may hire an independent geotechnical
engineer io perform testing and analysis to determine the cause of the cracking. The
contractor will escrow 50% of the proposed costs of the geotechnical contract with
the City. The CONTRACTOR and the City shall use the services of a geotechnical
iirm acceptable to both parties.
6. If the geotechnical engineer determines that the primary cause of the cracking is the
CONTRACTOR' S deficient material or workmanship, the remedial work will be
performed at the CONTRACTOR'S entire expense and the CONTRACTOR will
also reimburse the City for the balance of the cost of the geotechnical investigation
over and above the amount that has previously been escrowed. Remedial work in
this case shall be limited to removing and replacing the deficient work with new
material and workmanship that meets the requirements of the contract.
27 7. If the geotechnical engineer determines that the primary cause of the cracking is not
28 the CONTRACTOR' S deficient material or workmanship, the City will return the
29 escrowed funds to the CONTRACTOR. The Contractor, on request, will provide
30 the City an estimate of the costs of the necessary remedial work and/or additional
31 work and will perfonn the work at the agreed-upon price as directed by the City,
32 3.8 SYSTEM STARTUP [NOT USED]
33 3.9 ADJUSTING [NOT USED]
34 3.10 CLEANING [NOT USED]
35 3.11 CLOSEOUT ACTIVITIES [NOT USED]
36 3.12 PROTECTION [NOT US�D]
37 3.13 MAINTENANCE [NOT USED]
38 3.14 ATTACHMENTS [NOT USED]
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END OF SECTION
Revision Log
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARU CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
32 13 13 - 21
CONCRETE PAVING
Page 21 of 21
1
DATE � NAME
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
SUMMARY OF CHANGE
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
321373-1
CONCRETE PAVING JOINT SEALANTS
Page 1 of 5
1
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3 PART1- GENERAL
4 1.1 SLTMMARY
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19 1.2
SECTION 32 13 73
CONCRETE PAVING JOINT SEALANTS
A. Section Includes
1. Specification for silicone joint sealing for concrete pavement and curbs.
B. Standard Detail
1. Typical Street Construction Details
C. Deviations from City of Fort Worth Standards
D. 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 13 13 - Concrete Paving.
PRICE AND PAYMENT PROCEDUI2ES
20 A. Measurement and Payment.
21 1. Measurement: when specified in the plans to be a pay item, measure by the linear
22 foot of completed and accepted joint sealant.
23 2. Payment: �,Tn���� ^*'��^^;�� ��:��a ^„'�r�, *'�� THE work performed and
24 materials furnished IN ACCORDANCE WITH THIS ITEM WII,L BE PAID FOR
25 AT THE LTNIT PRICE BID PER LINEAR FOOT OF "JOINT SEALANT"
26 COMPLETED �_ �: „ir�a ;;; +t,:� ro,.�;,, ,;i� ,,,,� �,o „.,;a � ,. a;..o �t t, � •�i t,
--'i-----------------"-- ••-----"-'-'=r^-"-"-"------� ..»....___.._
27 �„'��;a;�^, *� �*',��'�;a ;*�m�. SUBSIDIARY WORK AND MATERItAI,S
28 INCLUDE:
29 a. SAWING JOINTS
30 b. CLEANING JOINTS
31 c. APPLYING JOINT SEALANTS UPON PLACING OF BOND BREAKER
32 ROD A.ND TAPE
33 d. FURNISHING AND INSTALLING ALL MATERIALS
34 e. ALL MANIPLTLATIONS, LABOR, EQUIPMENT, APPLIANCES, TOOLS,
35 AND INCIDENTALS NECESSARY TO COMPLETE THE WORK.
36
37 1.3 REFERENCES
38 A. Reference Standards
39 l. ASTM International (ASTM):
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGGO1-537110-0202002
Revised July 1, 2011
32 13 73 - 2
CONCRETE PAVING JOINT SEALANTS
Page 2 of 5
1 a. D5893, Standard Specification for Cold Applied, Single Component,
2 Chemically Curing Silicone Joint Sealant for Portland Cement Concrete
3 Pavements
4 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED]
5 1.5 ACTION SUBMITTALS [NOT USED]
6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS
7 A. Test and Evaluation Reports
8 1. Prior to installation, furnish certification by an independent testing laboratory that
9 the silicone joint sealant meets the requirements of this Section.
10 2. Submit verifiable documentation that the manufacturer of the silicone joint sealant
11 has a minimum two-year demonstrated, documented successful field performance
12 with concrete pavement silicone joint sealant systems.
13 l.i CLOSEOUT SUBMITTALS [NOT USED]
14 1.8 MAINTENANCE MATERIAI� SUBMITTALS [NOT USED]
15 1.9 QUALITY ASSURANCE [NOT USED]
16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
17 1.11 FIELD CONDITIONS
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A. Do not apply joint sealant when the air and pavement temperature is less than 35°F
B. Concrete surface must be clean, dry and frost free.
C. Do not place sealant in an expansion-type joint if surface temperature is below 35°F or
above 90°F.
1.12 WARRA1vTY [NOT USED]
23 PART 2 - PRODUCTS
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2.2 MATERIALS & EQUIPMENT
A. Materials
l. Joint Sealant: ASTM D5893.
2. Joint Filler, Backer Rod and Breaker Tape
a. The joint filler sop shall be of a closed cell expanded polyethylene foam backer
rod and polyethylene bond breaker tape of sufficient size to provide a tight seal.
b. The back rod and breaker tape shall be installed in the saw-cut joint to prevent
the joint sealant from flowing to the bottom of the joint.
c. The backer rod and breaker tape shall be compatible with the silicone joint
sealant and no bond or reaction shall occur between them.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGGO1-53 7 1 10-0202002
Revised July 1, 2011
321373-3
CONCRETE PAVING JOINT SEALANTS
Page 3 of 5
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 INSTALLER5 [NOT USED]
5 3.2 EXAMINATION [NOT USED]
6 3.3 PREPARATION [NOT USED]
7 3.4 INSTALLATION
8 A. General.
9 l. The silicone sealant shall be cold applied.
10 2. Allow concrete to cure for a minimum of 7 days to ensure it has sufiicient strength
11 prior to sealing joints.
12 3. Perform joint reservoir saw cutting, cleaning, bond breaker installation, and joint
13 sealant placement in a continuous sequence of operations.
14 4. See plans for the various joint details with their respective dimensions.
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B. Equipment
1. Provide all necessary equipinent and keep equipment in a satisfactory working
condition.
2. Equipment shall be inspected by the OWNER prior to the beginning of the work.
3. The minimum requirements for construction equipment shall be as follows:
a. Concrete Saw. The sawing equipment shall be adequate in size and power to
complete the joint sawing to the required dimensions.
b. Air Compressors. The delivered compressed air shall have a pressure in excess
of 90 psi and shall be suitable for the removal of all free water and oil from the
compressed air.
c. Extrusion Pump. The output shall be capable of supplying a sufficient volume
of sealant to the joint.
d. Inj ection Tool. This mechanical device shall apply the sealant uniformly into
the joint.
e. Sandblaster. The design shall be for commercial use with air compressors as
specified in this Section.
f. Backer Rod Roller and Tooling Instrument. These devices shall be clean and
free of contamination. They shall be compatible with the joint depth and width
requirements.
C. Sawing Joints: see Section 32 13 13.
35 D. Cleaning joints
36 1, Dry saw in one direction with reverse cutting blade then sand blast.
37 2. Use compressed air to remove the resulting dust from the joint.
38 3. Sandblast joints after complete drying.
CTI'Y OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGGO1-537110-0202002
Revised July i, 2011
32 13 73 - 4
CONCRETE PAVING JOINT SEALANTS
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a. Attach nozzle to a mechanical aiming device so that the sand blast will be
directed at an angle of 45 degrees and at a distance of 1 to 2 inches from the
face of the joint.
b. Sandblast both joint faces sandblasted in separate, one directional passes.
c. When sandblasting is complete, blow-out using compressed air.
d. The blow tube shall fit into the joints.
Check the blown joint for residual dust or other contamination.
a. If any dust or contamination is found, repeat sandblasting and blowing until the
j oint is cleaned.
b. Do not use solvents to remove stains and contamination.
Place the bond breaker and sealant in the joint immediately upon cleaning.
Bond Breaker Rod and Tape: install in the cleaned joint prior to the application of
the joint sealant.
Do not leave open, cleaned joints unsealed overnight.
E. Joint Sealant
1. Apply the joint sealant upon placement of the bond breaker rod and tape, using the
mechanical injection tool.
2. Do not seal joints unless they are clean and dry.
3. Remove and discard excess sealant left on the pavement surface.
a. Do not excess use to seal the joints.
4. The pavement surface shall present a clean final condition as determined by City.
5. Do not allow traffic on the fresh sealant until it becomes tack-free.
F. Approval of Joints
1. The City may request a representative of the sealant manufacturer to be present at
the job site at the beginning of the iinal cleaning and sealing of joints.
a. The representative shall demonstrate to the CONTRACTOR and the City the
acceptable method for sealant installation.
b. The representative shall approve the clean, dry joints before the sealing
operation commences.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July I, 2011
BRICK PAVEMENT REPAIIZ (2013-12)
GGGO 1-537 1 1 0-0202002
321373-5
CONCRETE PAVING JOINT 3EALANTS
Page 5 of 5
1 3.5 [REPAIR]/[RESTORATION] [NOT USED]
2 3.6 RE-INSTALLATION [NOT USED]
3 3.'7 FIELD QUALITY CONTROL (NOT USED]
4 3.8 SYSTEM STARTUP [NOT USED)
5 3.9 ADJUSTING [NOT USED]
6 3.10 CLEANING [NOT USED]
7 3.11 CLOSEOUT ACTIVITIES [NOT USED]
8 3.12 PROTECTION [NOT USED]
9 3.13 MAINTENANCE [NOT USED]
l0 3.14 ATTACHMENTS [NOT USED]
11
12
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
13
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDAitD CONSTRUCTION SPECIFICATION DOCUMENTS GGGOl-53 7 1 10-0202002
Revised July 1, 2011
321416-1
BRICK UNIT PAVING
Page 1 of 8
1
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3 PART1- GENERAL
4 1.1 SiTMMARY
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18 1.2
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SECTION 32 1416
BRICK UNIT PAVING
A. Section Includes
1. All labor, materials and equipment necessary to install brick pavers, set in mortar
on reinforced concrete base for:
a. New brick paving
b. Brick paving repair
B. Standard Details
C. Deviations from City of Fort Worth Standards
1. CONCRE'I`��'BASE �tSR.BRiCK:TINTT:F
D. 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 13 13 - Concrete Paving.
PRICE AND PAYMENT PROCEDURES
A. Measurement and Payment
l. Measurement:
a. Brick Paving: measure by the square yard of completed and accepted brick
pavement in its final position per detail.
b. Brick Paving Repair: measure by the square yard of completed and accepted
pavement in its final position per detail.
2. Payment: based on the work performed and all materials furnished for brick unit
paving. Subsidiary work and materials include:
a. sample panels
b. shaping and fine grading the roadbed
a furnishing and applying all water required
� fiirn;�l,:,� 7,,.,.7:,, ,�,7 , 1 ,a' � l, 1' 1, ,71. . . 1 .
b� 5� �ucrcn � b� b� b� ii.inui � f
�„-v,;��.;,,,.� „ra ;.,�,.,ii;�,. .,�i .. .,� ,,,.; , � � , �,
... ....i.i..,.....b ...... i...��uaaiiab uai ivuxxvry
£ furnishing, mixing and placing all setting materials including mortar setting
bed, wet mortar joint iiller and high bond mortar mix
g. furnishing and setting all brick unit pavers
h. sealing joints
i. all manipulations, labor, equipment, appliances, tools, and incidentals necessary
to complete the work.
39 1.3 REFERENCES
40 A. Reference Standards
CITY OF FORT WORTH BRICK PAVEMENT REPAIlZ (2013-12)
STANDAR.D CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July i, 2011
321416-2
BRICK UNIT PAVING
Page 2 of 8
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2.
ASTM International (ASTM):
a. C67, Test Methods of Sampling and Testing Brick and Structural Clay Tile
b. C 144, Aggregate for Masonry Mortar
c. C150, Portland Cement
d. C207, Specification for Hydrated Lime for Masonry Purposes
e. C902, Specification for Pedestrian and Light Traffic Paving Brick
£ C1602, Standard Specification for Mixing Water Used in the Production of
Hydraulic Cement Concrete
The Brick Industry Association, Technical Notes
a. No. 1, Cold and Hot Weather Construction
11 1.4 ADMINISTRATIVE REQUIR�MENTS
12 A. Permitting:
13 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation
14 and Public Works Department in conformance with current ordinances.
15 2. Transportation and Public Works Department will inspect paving repair after
16 construction.
17 1.5 SUBMITTALS
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34
A. Product Data: Submit manufacturer's technical data far each manufactured product,
including certification that each product complies with specified requirements.
B. Samples:
1. For material verification purposes submit the following:
a. Manufacturer's testing certiiication conforming to ASTM C67 testing inethods
for:
1) Compressive strength, pounds per square inch
2) Absorption, 5 hour submersion in cold water
3) Absorption, 24 hour submersion in cold water
4) Maximum saturation coefficient
5) Initial rate of absorption (suction)
6) Abrasion index
7) Freeze-thaw
8) Efflorescence
b. Masonry paving unit samples for each type of masonry paving required.
Include in each set the full range of exposed color and texture to be expected in
the completed work.
35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED]
36 1.7 CLOSEOUT SUBMITTALS [NOT USED]
37 1.8 MA.INTENANCE MATERIAI. SUBMITTALS [NOT USED]
38 1.9 QUALITY ASSUItANCE
39 A. Installer: Brick paver and any subcontractars shall have experience in brick paving and
40 their previous work will be reviewed by the City prior to start of work.
CITY OF FORT WORTH BRICK PAVEMENT REPAIIZ (2013-12)
STANDAR.D CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-53 7 1 1 0-0202002
Revised J�ly 1, 2011
321416-3
BRICK UNIT PAVING
Page 3 of 8
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B. Sample Panel: Prior to installation of masonry paving work, fabricate sample panel
using materials, pattern and joint treatment indicated for project work, including special
features for expansion joints and contiguous work.
l. Include color range, size, texture, bond, expansion jointing, pattern, finish, and
workmanship.
2. Make 6 feet x 6 feet minimum.
3. Provide range of color, texture and workmanship to be expected in the completed
work.
4. Sample panel shall be inspected by the City. If the sample is not acceptable,
construct additional panels at no cost to the City until an acceptable panel is
constructed.
5. Obtain City's acceptance of visual qualities of the panel before start of masonry
paving work.
6. Maintain the sample panel as the standard of minimal quality for approval of all
proposed brick pavement work required for the project. Locate sample panel near
the pavement work to facilitate comparison
7. Do not change source of brands for masonry units, setting materials, or grout during
progress of work.
8. Remove sample panel from the site at completion of project.
1.10 DELIVERY, STORAGE, AND HANDLING
21 A. Delivery: Brick pavers and associated installation materials shall be delivered to the
22 job adequately protected from damage during transit.
23 1. Brick pavers shall be carefully packed by the supplier for shipment with name of
24 manufacturer and identiiication of contents.
25 2. Pavers damaged in any manner will be rejected and replaced with new materials at
26 no additional cost to the City.
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33
B. Storage: Protect grout and mortar materials during storage and construction against
wetting by rain, snow or ground water and against soilage or intermixture with earth or
other types of materials.
1. Protect grout and mortar materials from deterioration by moisture and temperature.
2. Store in a dry location or in waterproof container.
3. Keep containers tightly closed and away from open flame. Protect liquid
components from freezing.
34 1.11 FIELD CONDITIONS
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A. Ambient Conditions
1. Normal construction: temperatures between 40 degrees and 100 degrees.
2. Cold Weather Construction: temperatures below 40 degrees
a. Comply with requirements for masonry construction in cold weather from the
BIA Technical Notes on Brick Construction, No. l, Cold and Hot Weather
Construction, Table No. 1 as summarized in the following table.
CTI'Y OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
321416-4
BRICK UNIT PAVING
Page 4 of 8
Preparation Construction Protection
� Requirements
Temperature Requirements Requirements
(Prior to Work) (Work in Progress) (After Masonry is
Placed
Do not lay masonry units
having either a temperature Heat mixing water or sand to
below 20 degrees F or produce mortar between 40
containing frozen moisture, degrees F and 120 degrees
visible ice, or snow on their
surface. F' Completely cover newly
40 degrees F to Do not heat water or constructed masonry
32 degrees F Remove visible ice and aggregates used in mortar or W�th a weather-resistive
snow from top surface of inembrane for 24 hr after
existing foundations and 9rout above 140 degrees F, construction.
masonry to receive new Heat grout materials when
construction. Heat these their temperature is below 32
surfaces above freezing, degrees F.
using methods that do not
result in damage.
Comply with cold weather
requirements above.
Maintain mortar temperature
above freezing until used in
32 degrees F to Comply with cold weather masonry. Comply with cold
25 degrees F requirements above. weather requirements
Heat grout materials so grout above.
is at a temperature betv✓een
70 degrees F and 120
degrees F during mixing and
placed at a temperature
above 70 degrees F.
Comply with cold weather Completely cover newly
requirements above. constructed masonry
Heat masonry surfaces under with weather-resistive
construction to 40 degrees F �nsulating blankets or
25 degrees F to Comply with cold weather and use wind breaks or equal protection for 24 hr
20 degrees F requirernents above. enclosures when the wind after completion of work.
velocity exceeds 15 mph. Extend time period to 48
hr for grouted masonry,
Heat masonry to a minimum unless the only cement
of 40 degrees F prior to in the grout is Type III
grouting. Portland cement.
Maintain newly
constructed masonry
temperature above 32
degrees F for at least 24
hr after being completed
by using heated
20 degrees F and Comply with cold weather Comply with cold weather enclosures, electric
below requirements above, requirements above. heating blankets, infrared
lamps, or other
acceptable methods.
Extend time period to 48
hr for grouted masonry,
unless the only cement
in the grout is Type III
Portland cement.
1. Preparation and Construction requirements are based on ambient iemperafures. Protection requirements, after
masonry is placed, are based on mean daily temperatures.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-537110-0202002
Revised July 1, 2011
1
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321416-5
BRICK UNIT PAVING
Page 5 of 8
3. Hot Weather Construction: temperatures above 100 degrees
a. Comply with requirements for masonry construction in hot weather from the
BIA Technical Notes on Brick Construction, No 1., Cold and Hot Weather
Construction, Table No. 1 as summarized in the following table.
Preparation Protection
� Construction Requirements Requirements
Temperature Requirements
(Prior to Work) (Work in Progress) (After Masonry is
Placed
Above 115 Use cool mixing water for
degrees F or Shade materials and mixing mortar and grout. Ice must be
105 degrees F equipment from direct melted or removed before
with a wind sunlight. water is added to other mortar Comply with hot weather
ve►ocity over 8 or grout materials. requirements below.
mph Comply with hot weather
requirements below. Complywith hotweather
requirements below.
Maintain mortar and grout at a
temperature below 120
degrees F.
Provide necessary Flush mixer, mortar transport
Above 100 conditions and equipment to container, and mortar boards Fog spray newly ,
degrees F or . produce mortar having a y,�th cool water before they constructed masonry until
90 degrees F with temperature below 120 come into contact with mortar damp, at least three times
8 mph wind degrees F. ingredients or mortar. a day until the masonry is
Maintain sand piles in a three days old.
damp, loose condition. Maintain mortar consistency by
retempering with cool water.
Use mo�tar within 2 hr of initial
mixin .
1. Preparation and Construction requirements are based on ambient temperafures. Protection requirements, after
masonry is placed, are based on mean daily femperatures.
1.12 WARRANTY [NOT USED]
9 PART 2 - PRODUCTS
10 2.1 OWNER-FURNISHED PRODUCTS [NOT USED]
11 2.2 MATERIALS
12 A. Rigid Concrete Base: See Section 32 13 13.
13 B. Reinforcing Steel: Section 32 13 13.
14 C. Paving Brick for Heavy Vehicular Traffic: Standard Solid (uncored) Pa�ing Brick of
15 modular size, 2-1/4 inches x 3-5/8 inches x 7-5/8 inches except as indicated, as per
16 ASTM C1272, Type R, Application PX.
17 D. Setting Materials
18 1. The mortar setting bed shall consist of:
19 a. 1 part Portland cement - ASTM C150, Type 1
20 b. 1/4 part hydrated lime by volume - ASTM C207, Type 5
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-53 7 1 10-0202002
321416-6
BRICK UNIT PAVING
Page 6 of S
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3
c. 3 parts damp sand - ASTM C144 (for high-bond mortar, gradation in
accordance with additive manufacturer's recoinmendations).
d. Add water to obtain stiff mix - ASTM C 1602.
The wet mortar joint filler shall consist o£
a. 1 part Portland cement - ASTM C150, Type 1.
b. 3 parts dry sand - ASTM C144.
c. Add water to obtain a wet mix - ASTM C1602
High bond mortar mix shall consist of:
a. 1 sack Portland cement - ASTM C 150, Type 1
b. 50 pounds workability additive -"A" Marble Dust by Armco Steel Corporation,
Piqua Quarries, or Ute Dolomite Limestone by U, S. Lime Division of Flintkote
Corporation, or Micro Fill No. 2 by Pure Stone Company, Marble Falls, Texas
or approved equal.
c. 3-1/4 cubic feet of sand - ASTM C144
d. 4 gallons of high bond additive -Sarabond Liquid Mortar Additive by the Dow
Chemical Corporation or approved equal.
e. Mix with water in accordance with High Bond Additive manufacturer's
recommendations.
19 2.3 ACCESSORIES [NOT USED]
20 2.4 SOURCE QUALITY CONTROL [NOT US�D]
21 PART 3 - EXECUTION
22 3.1 INSTALLERS [NOT USED]
23 3.2 EXAMINATION [NOT US�D]
24 3.3 PREPARATION [NOT USED]
25 3.4 INSTALLATION
26 A. Place 6-inch reinforced concrete base under proposed brick pavement.
27 1. Concrete base: See Section 32 13 13.
28 a. Design concrete mix design for a minimum compressive strength of 3,000
29 pounds per square inch at the age of two (2) days for either type I or type III
30 cement
31 2. Reinforcing Steel: Section 32 13 13.
32 a. No. 3 bars at 24 inches on center both directions.
33 3. Keep concrete surfaces to receive pavers dry, clean, free of oily or waxy films and
34 level.
35 4. Verify gradients and elevations of base are as indicated on plans.
36 B. Protect adjacent finished surfaces from soiling, staining, and other damage during
37 construction. Clean and restore any danlage or stains to adjacent surfaces to equal or
38 better than original condition.
39 C. Spread and screed settuig bed mixture to a true plane and limit bed mixture to an
40 amount that can be covered with pavers before initial set.
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCIJMENT3 GGOl-53 7 1 10-0202002
Revised July 1, 2011
1
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321416-7
BRICK UNIT PAVING
Page 7 of 8
D. Set pavers in the patterns shown in the field with uniform tight joints (1/4-inch).
E. Do not use pavers with chips, cracks, or voids.
F. Set paver in 1-inch layer of neat cement paste over setting bed.
Tolerances: Tolerances shall be checked continuously as work progresses so that
nonconforming areas can be corrected before mortar sets.
l. Alignment tolerances: maximum 1/4 inch in 20 feet; 1/2 inch in 40 feet.
2. Surface tolerance: maximum plus or minus 1/8 inch in 8 feet noncumulative.
3. Alignment and surface tolerances will be checked and enforced. The Contractor
shall make provisions that brick pavers can meet these tolerances as they are
supplied. Imperfections in the brick dimensions and surfaces will not constitute as
reasons to accept inferior paving and the work will be rejected.
Tamp pavers into full contact with the mortar bed to a level plane. Do not set large
areas of pavers for later leveling.
After pavers are set and cleaned free of mortar, fill joints with mortar, completely filling
voids.
G
16 J. Remove excess dry joint filler mixture and fog surface with fine water spray.
17 K. Cut pavers with motor driven masonry saw with a sharp diamond blade. Exposed
18 broken edges will not be allowed.
19
20
21
22
23
24
25
26
L. A seven day damp cure is required. Employ barricades to restrict traffic during the
seven day cure period. After the seven day damp cure period, clean the surface with
stiff brush and brick manufacturer's recommended cleaning solution in increments not
exceeding 100 square feet, leaving surface clean and free of mortar and grout stains.
M. At the end of each day, spray paved areas with a iine mist of water. Fill joints within
three days after the pavers are set. Spray paved areas until the joints are filled.
N. Sweep and keep brick surfaces clean at all times in order to avoid penetration of cement
into the brick surface.
27 3.5 REPAIR
28 A. General:
29 1. Remove and replace masonry paving units as directed by the City that are loose,
30 chipped, broken, stained or otherwise damaged, or if units do not match adjoining
31 units as intended.
32 2. Provide new units to match adjoining units and install in same manner as original
33 units, with same joint treatment to eliminate evidence of replacement.
34 3. Pointing: during tooling of joints, enlarge voids or holes and completely iill with
35 mortar or grout. Point-up joints at sealant type joints to provide a neat, uniform
36 appearance, properly prepared to application of sealant.
37 4. Cleaning: Remove excess mortar/grout from exposed brick surfaces, wash and
38 scrub clean.
39 5. Protect masonry paving installations from deterioration, discoloration or damage
40 during subsequent constructions and until acceptance of work, in compliance with
41 recommendations of installer and paving unit manufacturer.
42 B. Trench Repair
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGOl-537110-0202002
321416-8
BRICK UNIT PAVING
Page 8 of 8
1 1. Preparation
2 a. Replace a continuous section if multiple repairs are closer than 10 feet apart
3 from edge of one repair to the edge of a second repair.
4 b. Surface Preparation: mark pavement cut repairs for approval by the OWNER.
5 2. Removal:
6 1) Use care in removing brick pavers to be repaired to prevent damage to
7 brick pavers adjacent to the repair area.
8 3. Installation: See Item 3.4.
9 3.6 RE-INSTALLATION [NOT USED)
10 3.7 FIELD QUALITY CONTROL [NOT USEDj
11 3.8 5YSTEM STARTUP [NOT USED]
12 3.9 ADJUSTING [NOT USED]
13 3.10 CLEANING [NOT USED]
14 3.11 CLOSEOUT ACTIVITIES [NOT USED]
15 3.12 PROTECTION [NOT USED]
16 3.13 MAINTENANCE [NOT USED]
17 3.14 ATTACHMENTS [NOT USED]
18
19
�ND OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
�
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS GGO1-5 3 7 1 10-0202002
Revised July 1, 2011
330514-1
ADNSTING MANHOLES, iNLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 1 of 6
1 SECTION 33 0514
2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO
3 GRADE
4 PART1- GENERAL
5 1.1 SLTMMARY
.
.
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A. Section Includes:
1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test
stations and other miscellaneous structures to a new grade
B. Deviations from this City of Fort Worth Standard Specification
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 33 OS 10 — Utility Trench Excavation, Embedment and Backiill
4. Section 33 OS 13 — Frame, Cover and Grade Rings
5. Section 33 39 10 — Cast-in-Place Concrete Manholes
6. Section 33 39 20 — Precast Concrete Manholes
7. Section 33 12 20 — Resilient Seated Gate Valve
8. Section 33 12 21 — AWWA Rubber-Seated Butterfly Valve
9. Section 33 04 11 — Corrosion Control Test Station
10. Section 33 04 12 — Magnesium Anode Cathodic Protection
28 1.2 PRICE AND PAYMENT PROCEDURES
29
30
31
32
33
34
35
36
37
38
39
40
A. 1Vleasurement and Payment
1. Manhole — Minor Adjustment: SUBSIDIARY TO CONCRETE PAVING
a�o ��
11 T�ii ��ra + F �t.' T� 1, 11 1. l, .7' f f 1 ,]
i--------- --- ---- ------ ----�-- �- r-- _»��_ �»......�... ».,. .b ' .� b. ...�
�,4i,o n!1' 4 4.7 4 ,7 'f' ,7 v41-.
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�}—����e-�t-�e��e�
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
330514-2
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 2 of 6
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i�
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Manhole - Major Adjustment
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to manhole to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Manhole Adjustment,
Major" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modiiications, grade rings or other adjustment device
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Inlet
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring structural
modifications to inlet to a grade specified on the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Inlet Adjustment"
completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Structural modiiications
6) Furnishing, placing and compaction of embedment and backfill
7) Clean-up
Valve Box: SUBSIDIARY TO CONCRETE PAVING
.�T.=�rr���
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es���:
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1 \ D., .�.* .- .,1
2) ��
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-5 3 7 1 10-0202002
33OS 14-3
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 3 of 6
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�
C
7
�� u.,,,�;,,,.
��
4� r�:,,..,,,.,,� „�o ,,,oW.,i
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••••`bf Y•u '�'.S u.. :iYu � ai�, u vua.�rnx
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Cathodic Protection Test Station
a. Measurement
1) Measurement for this Item shall be per each adjustment to a grade specified
on the Drawings.
b, Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Cathodic Protection
Test Station Adjustment" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment device
6) Furnishing, placing and compaction of embedment and back�ll
7) Clean-up
Fire Hydrant
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring stern
extensions to meet a grade specified by the Drawings.
b. Payment
1) The work performed and the materials furnished in accordance with this
Item will be paid for at the unit price bid per each "Fire Hydrant Stem
Extension" completed.
c. The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) Adjustment materials
6) Furnishing, placing and compaction of embedment and backfll
7) Clean-up
Miscellaneous �� UTILITY ADJLTSTMENT
a. Measurement
1) Measurement for this Item shall be per each adjustment requiring �.�
modifications to UTILITY/IRRIGATON LINE AND APPURTENANCES
WHERE SUCH UTILITY/IIZRIGATION LINE ARE THE PROPERTY
OWNER'S RESPONSIBILITY TO MAINTAIN �^;a �+�,^+„r� *^ ^^�r^a�
;�;oa ., ,�,o r,,-
,ii.�'ivviiia.. .
b. Payment
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
330514-4
ADNSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURE5 TO GRADE
Page 4 of 6
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c.
�
1) The work performed and the materials furnished in accordance with this
Item will be paid PER ACTUAL COST OF THE ADJLTSTMENTS PLUS
TEN PERCENT TO COVER THE COST OF BOND AND OVERHEAD
INCURR�D BY THE CONTRACTOR IN HANDLING THE UTILITY
ADJUSTMNETS � ,. .,, �t,o , ,,;� r,.:,,o �,;a „ o ,.,, «r,r;�„eii,.�o,,,,�
�...,,,.�,,,.o n a;,,�,.,,o„�» ,. „�o�oa
The price bid shall include:
1) Pavement removal
2) Excavation
3) Hauling
4) Disposal of excess material
5) �� UTII,ITY modifications
6) Furnishing, placing and compaction of embedment and backfill
Clean-up
15 1.3 REFER�NCES
16 A. Reference Standards
17 1. Reference standards cited in this Speciiication refer to the current reference
18 standard published at the time of the latest revision date logged at the end of this
19 Specification, unless a date is specifically cited.
20 2. Texas Commission on Environmental Quality (TCEQ):
21 a. Title 30, Part I, Chapter 217, Subchapter C, Rule 217.55 — Manholes and
22 Related Structures.
23 1.4 ADMINISTRATIVE REQUIItEMENTS [NOT USED]
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 MATERIAI. SUBMITTALS [NOT USED]
28 1.9 QUALITY ASSURANCE [NOT USED]
29 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
30
31
1.11 FIELD [SITE] CONDITIONS [NOT USED]
1.12 WA.RI2ANTY [NOT USED]
32 PART 2 - PRODUCTS
33 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED]
34
35
36
2.2 MATERIAI,S
A. Cast-in-Place Concrete
1. See Section 03 30 00.
37 B. Modifications to Existing Concrete Structures
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCLJMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-5 37 1 1 0-0202002
330514-5
ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 5 of 6
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1. See Section 03 80 00.
C. Grade Rings
l. See Section 33 OS 13.
D. Frame and Cover
l. See Section 33 OS 13.
E. Backfill material
1. See Section 33 OS 10.
F. Water valve box extension
l. See Section 33 12 20.
G. Corrosion Protection Test Station
l. See Section 33 04 11.
H. Cast-in-Place Concrete Manholes
1. See Section 33 39 10.
I. Precast Concrete Manholes
1. See Section 33 39 20.
2.3 ACCESSORIES [NOT USED]
2.4 SOURCE QUALITY CONTROL [NOT USED]
PART 3 - EXECUTION
3.1 INSTALLERS [NOT USED]
3.2 EXAMINATION
21 A. Veriiication of Conditions
22 l. Examine existing P�� UTILITY LINE to be adjusted, for damage or defects
23 that may affect grade adjustment.
24 a. Report issue to City for consideration before beginning adjustment.
25 3.3 PREPARATION
26 A. Grade Verification
27 l. On major adjustments confirm any grade change noted on Drawings is consistent
28 with iield measurements.
29 a. If not, coordinate with City to verify final grade before beginning adjustment.
30 3.4 ADJUSTMENT
31
32
33
34
35
36
A. Manholes, Inlets, and Miscellaneous Structures
1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with
30-inch frame and cover assembly per TCEQ requirement.
2. On manhole major adjustments, inlets and miscellaneous structures protect the
bottom using wood forms shaped to fit so that no debris blocks the invert or the
inlet or outlet piping in during adjustments.
CTfY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
330514-6
ADNSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE
Page 6 of 6
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23
a. Do not use any more than a 2-piece bottom.
3. Do not extend chinuiey portion of the manhole beyond 24 inches.
4. Use the least number of grade rings necessary to meet required grade.
a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch
rings.
B. Valve Boxes
1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on
the Drawings.
C. Backiill and Grading
l. Backiill area of excavation surrounding each adjustment in accordance to Section
33 OS 10.
3.5 REPAIR / RESTORATION [NOT USED]
3.6 RE-INSTALLATION [NOT USED]
3.7 FIELD [ox] 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
24
C1TY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS
Revised July 1, 2011
BRICK PAVEMENT REPAIR (2013-12)
GG0 1-5 37 1 10-0202002
34 71 13 - 1
TRAFFIC CONTROL
Page 1 of 6
1
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3 PART 1 - GENERAI..
4 l.l SUMMARY
5
6
7
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10
11
12
13
14
15
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18
19
20
21
22 1.2
23
24
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29
30
31
32
33
34
35
36
3'7
38
39
40
41
SECTION 34 71 13
TRAFFIC CONTROL
A. Section Includes:
1. Installation of Traffic Control Devices and preparation of Traffic Control Plans
B. Deviations from this City of Fort Worth Standard Speciiication
C. Related Speciiication Sections include, but are not necessarily limited to:
1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract
2. Division 1— General Requirements
PRICE AND PAYMENT PROCEDURES
�T�iTo��.,«o,-.-.o„� .,.,.7 D.,�..�,o,.�
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7 T,,��.,11.,*;.,,, „4'T,..,f�,. ('',.,,fr.,l 710..;,.o�
T iio „�
��:
�� n .,,,,r,t, ;� ao�:,,oa „� zn ,,.,�o.,a,,., a.,.,�
tl .—��-�a`�'n=e-l�t •
"„��r�'x�r�t�i'��-�s-�ie=�'��€��� "�ro4c�"zs•cci-@m ,�,+» �l,.,lt 1. .,:.a F .,f ft,
� ,•��e-�_fer ���Ee�t�e ".
Tt,o ,.,-;..o t-.;,7 �t,.,tt ; ..1,,,70•
i � �r,.., ��;,, r,,,,*..,,i : �� o,,, o.,+.,�;,,,,
2)--��i�t-�e�
Z\ TT.,;,,�o.,.,,,..o
4 ��-^r�ts�G71�J
[\ Ao,.l.,..o.,,o„��
ti�o��
2. Portable Message Signs
a. Measurement
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-537110-0202002
Revised July 1, 2011
34 71 13 - 2
TRAFFIC CONTROL
Page 2 of 6
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3
1) Measurement for this Item shall be per week for the duration of use.
b. Payment
1) The work performed and materials furnished in accordance to this Item and
measured as provided under "Measurement" shall be paid for at the unit
price bid per week for "Portable Message Sign" rental.
c. The price bid shall include:
1) Delivery of Portable Message Sign to Site
2) Message updating
3) Sign movement throughout construction
4) Return of the Portable Message Sign post-construction
Preparation of Traffic Control Plan Details: SUBSIDIARY NO SEPARATE PAY
��o ��
11 MP.,�,,.,o.v.o.,+ �,- �t,;� r,-e.�, t,o � o„�, m,..,��;,, r,,,,�Y„� r�o,.,;� ,,. ,.oa
�� �.�.J...,....,....,�.,, ...� .��.., ��..... .,.. t.�: ..u.... � �..��... ....���.... ,�......� t,i�.1, :�...�.
�.�zr`ynxc"r c
�n� • � •, • �, «rr ��` i r, i»
�p�k�6i�sc�i3@ uisc��iE��z�@r��r�rrimz��6rr�8rnc�r
���
E. Tl,o ,, 0 1,;,7 �L...11 ;,.1,,,70.
i�—��@�a�ii��-kr i�.��i}�i'6��-�}�S
fTTif`��. T�
n� r,,,.,,..,.,,,.-„�;,.,, ,.�r:��>,. r,�
24 1.3 REFERENCES
25
26
27
28
29
30
31
32
A. Reference Standards
l.
2.
3.
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.
Texas Manual on Uniform Traffic Control Devices (TMUTCD).
Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of
Transportation, Standard Specifications for Construction and Maintenance of
Highways, Streets, and Bridges.
33 1.4 ADMINISTRATIVE REQUIItEMENTS
34
35
36
37
38
39
1. Any deviations to the Traffic Control Plan included in the Drawings must be first
approved by the City and design Engineer before implementation.
40 1.5 SUBMITTALS
41 A. Provide the City with a current list of qualiiied flaggers before beginning flagging
42 activities. Use only flaggers on the qualified list.
A. Coordination
1. Contact Trafiic Services Division (817-392-7738) a minimum of 48 hours prior to
implementing Traffic Control within 500 feet of a traffic signal.
B. Sequencing
CTTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-53 7 1 1 0-0202002
Revised July 1, 2011
34 71 13 - 3
TRAFFIC CONTROL
Page 3 of 6
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B. Obtain a Street Use Permit from the Street Management Section of the Traffic
Engineering Division, 311 W. 10°i Street. The Traffic Gontrol Plan (TCP) for the
Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set.
A copy of this Trafiic Control Plan shall be submitted with the Street Use Permit.
C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional
Engineer.
D. Contractor shall prepare Traffic Control Plans if required by the Drawings or
Specifications. The Contractor will be responsible for having a licensed Texas
Professional Engineer sign and seal the Traffic Control Plan sheets.
E. Contractor responsible for having a licensed Texas Professional Engineer sign and seal
changes to the Traffic Control Plan(s) developed by the Design Engineer.
F. Design Engineer will furnish standard details for Traffic Control.
1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED)
1.7 CLOSEOUT SUBMITTALS [NOT USED]
1.8 MAINTENANC� MATERIAI, SUBMITTALS [NOT USED]
16 1.9 QUALITY ASSUI2ANCE [NOT USED]
17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED]
18 1.11 FIELD [SITE] CONDITIONS [NOT USED]
19 1.12 WARRANTY [NOT USED]
20 PART 2 - PRODUCTS
21 2.1 OWNER-FUI2NISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED]
22 2.2 ASSEMBLIES AND MATERIAI.S
23
24
25
26
27
28
29
30
31
32
A. Description
1. Regulatory Requirements
a. Provide Traffic Control Devices that conform to details shown on the
Drawings, the TMUTCD, and TxDOT's Compliant Wark Zone Traffic Control
Device List (CWZTCDL).
2. Materials
a. Traffic Control Devices must meet all reflectivity requirements included in the
TMUTCD and TxDOT Specifications — Item 502 at all times during
construction.
b. Electronic message boards shall be provided in accordance with the TMUTCD.
CITY OF FORT WORTH
STANDARD CONSTRUCTION SPECIFICATION DOCUMENT3
Revised July I, 2011
BRICK PAVEMENT REPAIR (2013-12)
GGO1-537110-0202002
34 71 13 - 4
TRAFFIC CONTROL
Page 4 of 6
1 2.3 ACCESSORIES [NOT USED]
2 2.4 SOURCE QUALITY CONTROL [NOT USED]
3 PART 3 - EXECUTION
4 3.1 EXAMINATION [NOT U5ED]
5 3.2 PREPARATION
6 A. Protection of In-Place Conditions
7 1. Protect existing traffic signal equipment.
8 3.3 INSTALLATION
9
10
11
12
13
14
A. Follow the Traffic Control Plan (TCP) and install Traffc Control Devices as shown on
the Drawings and as directed.
B. Install Traffic Control Devices straight and plumb.
C. Do not make changes to the location of any device or implement any other changes to
the Traffic Control Plan without the approval of the Engineer.
1. Minor adjustments to meet iield constructability and visibility are allowed.
15 D
16
17
18
19
20 E.
21
22
23
24
25 F
26
27
Maintain Traffic Control Devices by taking corrective action as soon as possible.
1. Corrective action includes but is not limited to cleaning, replacing, straightening,
covering, or removing Devices.
2. Maintain the Devices such that they are properly positioned, spaced, and legible,
and that retroreflective characteristics meet requirements during darkness and rain.
If the Inspector discovers that the Contractor has failed to comply with applicable federal
and state laws (by failing to furnish the necessary flagmen, wa�ning devices, barricades,
lights, signs, or other precautionary measures for the protection of persons or property), the
Inspector may order such additional precautionary measures be taken to protect persons
and property.
Subject to the approval of the Inspector, portions of this Project, which are not affected by
or in conflict with the proposed method of handling traffic or utility adjustments, can be
constructed during any phase.
28 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight
29 distance of drivers entering the highway from driveways or side streets.
30 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may
31 be erected and mounted on portable supports.
32 1. The support design is subject to the approval of the Engineer.
33 I. Lane closures shall be in accordance with the approved Traffic Control Plans.
34 J. If at any time the existing traffic signals become inoperable as a result of construction
35 operations, the Contractor shall provide portable stop signs with 2 orange flags, as
36 approved by the Engineer, to be used for Traffic Control.
37 K. Flaggers
CTTY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCiJMENTS GG0 1-53 7 1 10-0202002
Revised July l, 2011
34 71 13 - 5
TRAFFIC CONTROL
Page 5 of 6
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21 3.4
1. Provide a Contractor representative who has been certified as a flagging instructor
through courses offered by the Texas Engineering Extension Service, the American
Trafiic Safety Services Association, the National Safety Council, or other approved
organizations.
a. Provide the certificate indicating course completion when requested.
b. This representative is responsible for training and assuring that all flaggers are
qualified to perform flagging duties.
2. A qualified flagger must be independently certified by 1 of the organizations listed
above or trained by the Contractor's certiiied flagging instructor.
3. Flaggers must be courteous and able to effectively communicate with the public.
4. When directing traffic, flaggers must use standard attire, flags, signs, and signals
and follow the flagging procedures set forth in the TMUTCD.
5. Provide and maintain flaggers at such points and for such periods of time as may be
required to provide for the safety and convenience of public travel and Contractor's
personnel, and as shown on the Drawings or as directed by the Engineer.
a. These flaggers shall be located at each end of the lane closure.
L. Removal
1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights
and other Traffic Control Devices used for work-zone trafiic handling in a timely
manner, unless otherwise shown on the Drawings.
REPAIl2 / RESTORATION [NOT USED]
22 3.5 RE-INSTALLATION [NOT USED]
23 3.6 FIELD [oR] SITE QUALITY CONTROL [NOT USED]
24 3.7 SYSTEM STARTUP [NOT USED]
25 3.8 ADJUSTING [NOT USED]
26 3.9 CLEANING [NOT USED]
27 3.10 CLOSEOUT ACTIVITIES [NOT USED]
28
29
30
31
32
3.11 PROTECTION [NOT USED]
3.12 MAINTENANCE [NOT USED]
3.13 ATTACHMENTS [NOT USED]
END OF SECTION
Revision Log
DATE NAME SUMMARY OF CHANGE
C1TY OF FORT WORTH BRICK PAVEMENT REPATR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS GGO1-537110-0202002
Revised July 1, 2011
347113-6
TRAFFIC CONTROL
Page 6 of 6
CITY OF FORT WORTH BRICK PAVEMENT REPAIR (2013-12)
STANDARD CONSTRUCTION SPECIFICATION DOCLTMENTS GGO1-537110-0202002
Revised July 1, 2011
ATTACHMENT1A
Page 1 of 4
( l FORT �ORTH City of Fort Worth
MBE Subcontractors/Suppliers Utilization Form
PRIME COMPANY NAME: Check applicable block to describe prime
C. Green Scaping, LP
PROJECT NAME: � M/WIDBE NON-M//WDBE
Brick Pavement Repair 2013-12 March 14, ZO'I3 DATE
City's MBE Project Goal: Prime's MBE Project Commitment: PROJECT NUMBER
13 o�a 13 0�o GG01-537110-0202002
Identify all subcontractors/suppliers you will use on this project
Faiture to complete this form, in its entirety with requested documentation, and received by the Managing
Department on or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date,
will result in the bid being considered non-responsive to bid specifications.
The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization
schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being
considered non-responsive to bid specifications
MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of
bid. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties.
Identify each Tier level. Tier is the level of subcontracting below the prime contractor, i.e., a direct
payment from the prime contractor to a subcontractor is considered 1St tier, a payment by a subcontractor to
its supplier is considered 2�d tier
ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD.
Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority
business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies
that the City may deem appropriate and accepted by the City of Fort Worth.
If hauling services are utilized, the prime will be given credit as long as the MBE listed owns and operates
at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from
another MBE firm, including MBE owner-operators, and receive full MBE credit. The MBE may lease trucks
from non-MBEs, including owner-operators, but will only receive credit for the fees and commissions earned
by the MBE as outlined in the lease agreement.
�->-i�'�-i' P01�47 IN
Rev. 5/30/12
�
Fc�FrWox�rtt ATTACHMENT 1A
� Page 2 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a
copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office, which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate n
SUBCONTRACTOR/SUPPLIER T Detaii Detail
Company Name i Subcontracting Supplies Dollar Amount
Address e M W S M Work Purchased
Telephone/Fax � B B B B
E E E E
Cow Town RediMix
PO Box 162327 �
Ft. Worth, TX 76161 �� � concrete supplier �(�i p�.+��
817-759-1919 phone
817-759-1716 fax
Ram Tool
2220 Carson St.
Ft. Worth, TX 76117 � ❑ Constructionsupplies,rebar,misc.malerial �Z�� �j������
817-759-1993 phone
817-759-2799 fax
❑ ❑
❑ ❑
❑ ❑ ❑
� ❑ U3 j - �� 1 ; ;
Rev. 5/30/12
FoI;rVVox�rH ATTACHMENT 1A
Page 3 of 4
Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs.
Please list MBE firm's first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, piease attach a copy
of the firms SBE certification if they have not previously registered with the City's M/WBE Office which may be contacted for
verification. Please note that onl certified MBEs will be counted to meet an MBE oal.
Attach N
NCTRCA Certificate n
SUBCONTRACTOR/SUPPLIER T Detail Detail
Company Name i Subcontracting Supplies Dollar Amount
Address e M W S M Work Purchased
Telephone/Fax r B B g B
E E E E
� �
� �
� �
� �
� �
� �
Rev. 5/30/12
FoR_ r� x
ATTACHMENT 1A
Page 4 of 4
Total Dollar Amount of MBE Subcontractors/Suppliers $ �Q I g 5� , D�
U
Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ ,-�!
�u
TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS � /�.g � g 5D • DU
��
I ; �'
The Contractor will not make additions, deletions, or substitutions to this certified list without the prior approval
of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o
Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may
result in debarment in accord with the procedures outlined in the ordinance. The contractor shall submit a
detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the.
detail explanation is not submitted, it will affect the final compliance determination.
By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request,
complete and accurate information regarding actual work perFormed by all subcontractors, including MBE(s)
and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of
any books, records and files held by their company. The bidder agrees to allow the transmission of interviews
with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the
contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized
officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three (3) years and for
initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this
ordinance creates a material breach of the contract and may result in a determination of an irresponsible
Offeror and debarment from participating in City work for a period of time not less than one (1) year.
_�
Curtis J. Green
orized Signature Printed Signature
Vice President
Title
C. Green Scaping, LP
Company Name
2401 Handley Ederville Rd.
Address
Ft. Worth, TX 76118
CitylState/Zip
Contact Name/Title (if different)
817-577-9299/817-577-9331
Telephone and/or Fax
cgreen@greenscaping.com
E-mail Address
3/14/13
Date
03-14-13 P01�47 IN
Rev. 5/30/12
FO RT VVO RT I--T
�,.
City of Fort Worth
Prime Contractor Waiver Form
ATTACHMENT1B
Page 1 of 1
Failure to complete this form in its entirety and be received by the Manaqinq Department on or before
5•00 p m five (5) Citv business days after bid openinq, exclusive of the bid opening date, will result in the
bid being considered non-responsive to bid specifications.
Will you perform this entire contract without subcontractors? ✓ YES
If yes, please provide a detailed explanation that proves based on the size and scope of this NO
project, this is your normal business practice and provide an operational profile of your business.
Will you perform this entire contract without suppliers? YES
If yes, please provide a detailed explanation that proves based on the size and scope of this
project, this is your normal business practice and provide an inventory profile of your business. ✓ NO
The bidder further agrees to provide, directly to the City upon request, complete and accurate information
regarding actual work performed by all subcontractors, including MBE(s) on this contract, the payment therefore
and any proposed changes to the original MBE(s) arrangements submitted with this bid. The bidder also agrees
to allow an audit and/or examination of any books, records and files held by their company that will substantiate
the actual work performed by the MBEs on this contract, by an authorized officer or employee of the City. Any
intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment
from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local
laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract
may result in a determination of an irresponsible offeror and barred from participating in City work for a period of
time not less than one (1) year.
�—_ _—�---
�
ize ignature
�i�f c�Q�l'�'
Title
C. Firper� G��.r�1r,a, � P
Company Name --�7
24t�� Nandla�i Fder�illP �2r1 -
Address
��� VJ c�r+�, T� '1 l� I I`�
City/State/Zip
� u �-li � ('-,rr �-t
Printed Signature
Contact Name (if different�
817-577-9299 817-577-9331
Phone Number Fax Number
Car2er� (� a rPenSCc�,r i �nc� , c bv,�
Email Address
� I_, ► 4 �I �,
Date
Rev. 5/30/12
i -, f , , i ��'i 9`�:
If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on
this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is
NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes.
ATTACHMENT1C
Page 1 of 3
F'O�RT W+�RTH City of Fort Worth
MBE Good Faith Effort Form
If the Offeror's method of compliance with the MBE goal is based upon demonstration of a
"good faith effort", the Offeror will have the burden of correctly and accurately preparing and
submitting the documentation required by the City. Compliance with each item, 1 thru 11 below,
shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing
misrepresentation of the facts or intentional discrimination by the Offeror.
Failure to complete this form, in its entirety with supporting documentation, and it being submitted to and
received by the Managing Department on or before 5:00 p.m. five (5) City business days after bid opening,
exclusive of bid opening date, will result in the bid being considered non-responsive to bid specifications.
1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this
project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF
FIRMS On all projects, the Offeror must list each subcontracting and or supplier opportunity
regardless of tier.
(Use additional sheets, if necessary)
List of Subcontracting Opportunities List of Supplier Opportunities
Concrete Supplier
Rebar, Misc. Construction Supplies
' ' ? � - �1 ' ' �? � , [, i��? Rev. 5130112
IIf the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this I
form.
I„
ATTACHMENT1C
Page 2 of 3
2.) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors
andlor suppliers from the City's MMIBE Office or the City's website.
X Yes Date of Listing Pulled online
�No
3.) Did you solicit bids from MBE firms, within the subcontracting andlor supplier areas previously listed,
at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened?
❑ YeS (If yes, attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.)
�No
4.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are
opened?
X Yes (If yes, attach list to include name of MBE firm, ep rson contacted, phone number and date and time of contact.)
No
5.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by facsimile (fax), exclusive of the day the bids are
opened?
�Yes (If yes, attach list to include name of MBE firm, fax number and date and time of contact. In addition, if the fax is
returned as undeliverable, then that "undeliverable confirmation" received must be printed directly from the
facsimile for proper documentation. Failure to submit confirmation and/or "undeliverable confirmation"
documentation may render the GFE non-responsive.)
�X_No
6.) Did you solicit bids from MBE firms, within the subcontracting and/or supplier areas previously listed,
at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened?
�_Yes (If yes, attach email confirmation to include name of MBE firm, date and time. In addition, if an email is returned as
undeliverable, then that "undeliverable message" receipt must be printed directly from the email system for proper
documentation. Failure to submit confirmation and/or "undeliverable message" documentation may render the
GFE non- responsive.)
�_No
NOTE: The four methods identified above are acceptable for soliciting bids, and each selected method
must be applied to the applicable contract. The Offeror must document that either at least two attempts
were made using two of the four methods or that at least one successful contact was made using one of
the four methods in order to be deemed responsive to the Good Faith Effort requirement.
NOTE: The Offeror must contact the entire MBE list specific to each subcontracting and supplier
opportunity to be in compliance with questions 3 through 6.
7.) Did you provide plans and specifications to potential MBEs?
�_Yes
�_No
8.) Did you provide the information regarding the location of plans and specifications in order to assist
the MBEs?
�_Yes
�_No
03-��-13 P�1.��r: �,,
Rev. 5/30112
ATTACHMENT 1C
Page 3 of 3
9. Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set?
X Yes (If yes, attach all copies of quotations.)
No
10. Was the contact information on any of the listings not valid?
Y@S (If yes, attach the information that was not valid in order for the MNVBE Office to address the corrections
needed.)
�_No
11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the
forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting
documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute
concerning quotes, the Offeror wiil provide for confidential in-camera access to and inspection of any
relevant documentation by City personnel.
P/ease use additional sheets, if necessary, and aftach.
Com an Name Tele hone Contact Person Sco e of Work Reason for Re'ection
N/A
ADDITIONAL INFORMATION:
Please provide additional information you feel will further explain your good and honest efforts to obtain
MBE participation on this project.
Due to the limited sub opportunities on lhis project, Green Scaping reached out to ihe suppliers that we have worked with on numerous projects and reviewed lhe detai�s and plans via phone.
The Offeror further agrees to provide, directly to the City upon request, complete anci
accurate information regarding actual work performed on this contract, the payment
thereof and any proposed changes to the original arrangements submitted with this bid.
The Offeror also agrees to allow an audit and/or examination of any books, records and
files held by their company that will substantiate the actual work performed on this
contract, by an authorized officer or employee of the City.
Any intentional and/or knowing misrepresentation of facts will be grounds for
terminating the contract or debarment from City work for a period of not less than three
(3) years and for initiating action under Federal, State or Local laws concerning false
statements. Any failure to comply with this ordinance shall create a material breach of
- -1 , � � .;E�; I�,,
Rev. 5/30/12
ATTACHMENT 1C
�, Page 4 of 3
contract and may result in a determination of an irresponsible offeror and debarmen7
�„ from participating in City work for a period of time not less than one (1) year.
f�
The undersigned certifies that the information provided and the MBE(s) listed was/were
contacted in good faith. It is understood that any MBE(s) listed in Attachment 1 C will be
contacted and the reasons for not using them will be verified by the City's M/WBE
Office.
� � � r-I-?S 1. ('—�r?' e�
Au orize i a ure Printed Signature
\� � P �►'�° � I Cl f Yl �
Title
C� �r�e� �c�r�i►--�Q , LP
Company Name
Z4� I N�n� I� .� -�° �vi I I P �I .
Address
F� �nI n r�� . T X �l lo I I`��
CitylState/Zip
Contact Name and Title (if different)
'R1—►' ���-�2q� �I�-���-q33�
Phone Number Fax Number
�I''ePrl%� Qreer�Sca�i nQ • _pm
Em I Address
��1 I I �
Date
03-14-13 P01�48 IN
Rev. 5/30112
�'ORT WORTH
� ���, -
Name of City project: N/A
CITY OF FORT WORTH
MBE Joint Venture Eligibilitv Form
All questions urust be nnswered; use "N/A"if f�ot npplicable.
A joint venture fonn must be completed on each project
ItFP/Bid/Purchasing Number:
Joint Venture
Page 1 of 3
t .Tnint vPntnre infnrmatinn�
JointVentureName: N�A
Joint Venture Address:
(If applicnble)
Telephone: Facsimile: E-mail address:
Cellular:
Identify the fii7ns that coinprise the joint venture:
Please attach extra sheets if additional space is required to provide defailed explanations of work to be performed by each firm comprising the
joint venture
MBE firm N�A Non-MBE firm
name: name:
Business Address: Business Address:
City, State, Zip: City, State, Zip:
Telephone Facsimile E-mail Telephone Facsimile
Cellular Cellular
CcrtiGcation Status: E-mail address
Name of Certifying Agency:
2. Scope of work performed b the Joint Venture:
Describe the sco e of work of the MBE: Describe the sco e of work of the non-MBE:
N/A
Rev. 5/30/12
Joint Venture
Page 2 of 3
3. What is the percentage of MBE participation on this joint venture that you wish to be counted toward
meeting the project goal?
4. Attach a copy of the joint venture agreement.
5. List components of ownership of joint venture: (Do no! cornplete if this information is described in joint venhu�e agreernent)
N/A
Profit and loss sharing:
Capital contributions, including
equipment:
Other applicable owneiship interests:
6. Identify by name, race, sex and �rm those individuals (with titles) who are responsible for the day-to-day
management and decision making of the joint venture:
Financial decisions N/A
(to include Account Payable and Receivable):
Management decisions:
a. Estimating
b. Marketing and Sales
a Hiring and Firing of management
personnel
d. Purchasing of major equipment
and/or supplies
Supervision of field operations
The City's Minority and Women Business Enterprise Office will review your joint venture submission and
will have final approval of the MBE percentage applied toward the goal for the project listed on this form.
NOTE:
From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar
amounts/percentages change from the originally approved information, then the participants must inform the City's
M/WBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and
may result in debarment in accord with the procedures outlined in the City's BDE Ordinance.
Rev. 5/30l12
Joint Venture
Page 3 of 3
AFI�'IDAVIT
The undersigned affirms that the foregoing statements are true and correct and include all inaterial infonnation
necessary to identify and explain the terms and operation of the joint venture. Furthennore, the undersigned shall
agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments
herein.
The City also reserves the right to request any additional infor�nation deemed necessary to determine if the joint
venture is eligible. Failure to cooperate and/or provide requested information within the time speciiied is grounds
for termination of the eligibility process.
The undersigned agree to permit audits, interviews with owners and examination of the books, records and �les
of the joint venture by any authorized representatives of the City of Fort Worth. Failure to coinply with this
provision shall result in the termination of any contract, which may be awarded under the provisions of this joint
venture's eligibility and inay initiate action under Federal, State and/or Local laws/ordinances concerning false
_statements or willful misrepresentation of facts._ _
- ---=------------------------------------- - -- - - -- - - - - - - - - - - --------------------------------------------------------------------------------
Name of MBE finn
Name of non-MBE finn
N/A N/A
Printed Name of Owner Printed Name of Owner
Signature of Owner Signahire of Owner
Printed Name of Owner Printed Name of Owner
Signature of Owner Signature of Owner
Title Title
Date Date
Notarization
State of
On this
County of
day of , 20 , before me appeared
and
to ine personally known and who, being duly sworn, did execute the foregoing affidavit and did state that they were
properly authorized to execute this affidavit and did so as their fi•ee act and deed.
Notary Public
Print Name
Notary Public
Signature
Commission Expires _
(senl)
Rev. 5/30/12
HEAVY & HIGH'VVAY CONSTRUCTI4N
PR.�VATLING WA�E RA.TES 200$
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R1" TYP.
Contractor:
-Contractor's Name-
— Questions on this Project Call:=
(817) 392 - x:�CX
After Hours Call: (817) 392 - XXJCX
3"
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�
FONTS:
FORT WORTH LOGO IN CHELTINGHAM BOLD
ALL OTHER LETTERING IN ARIAL BOLD
COLORS:
FORT WORTH - PMS 288 - BLUE
LONGHORN �OGO - PMS 725 - BROWN
LETTERING - PMS 288 - BLUE
BACKGROUND - WHITE
BORDER-BLUE
• •
1 " TYP.
NOTES:
IF APPLICABLE TO THE PROJECT,
CONTRACTOR SHALL OBTAIN VINYL
STICKER "CITY GAS LEASE REVENUE
IN ACTION" / LOGO AT CDR SIGN AND
ENGRAVING, 6311 EAST LANCASTER
AVE (817-451-4684), PEEL AND PLACE
IN FUNDING SECTION.
PROJECT DESIGNATION SIGN
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